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HomeMy WebLinkAbout1818 i i I i BENCH MARK: NO. 10011 ELEV. 1074.178 GENERAL NOTES: LOCATION: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY 21 PRIVATE AND PUBLIC UTILITIES IF SHOWN REFLECT AVAILABLE RECORD DATA. 1" ROUND HEAD BOLT IN CONC. STAMPED "S.B. CO. B.M. j OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES EX. S. 01098" AT N/E COR. OF 6TH ST. & HAVEN AVE., 1 FT. N/0 END OF CURB RETURN. N. R/W S. R/W PROP. R/W I FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION INCLUDING AFFECTING THE PROJECT WORK AND FOR ANY DAMAGE OR PROTECTIONTOMI I / : ITS ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE TO THESE LINES. PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT THE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO 44' 44' r TOP OF CURB SLS OF 6TH STREET ON ECR AT S/E COR. THESE STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK. `• + OF HERMOSA AVE. & 6TH ST. 22 STATIONS SHOWN ON THE CONTRACT DRAWINGS ARE ALONG THE CENTERLINE OF 12' 32' 32' 12' ELEVATION: 1067.34 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER THE STREET, EXCEPT WHERE NOTED OTHERWISE. POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 30 ! (� SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 23 WITHIN 3 WORKING DAYS AFTER FINAL SURFACING IS PLACED, ALL MANHOLES 14t' �� ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE AND VALVE BOX FRAMES AND COVERS SHALL BE ADJUSTED BY THE CONTRACTOR SDWK CONSTRUCTION NOTES & QUANTITY ESTIMATE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED TO FINISH GRADE. THIS IS TO BE DONE PRIOR TO PLACING SEAL COAT. AFTER SAID EX. C&G EXIST. F.S. AT NO COST TO THE CITY OF RANCHO CUCAMONGA. TIME, THE CITY WILL ADJUST THE ABOVE ITEM AT THE CONTRACTOR'S EXPENSE. ��_�I __ =_ -= ITEM DESCRIPTION QUANTITY UNIT � I -=_�==�- ��~ ��_-- 1--J --------- ---- 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 24 MANHOLE COVERS SHALL BE LEFT AT LEAST 6 INCHES BELOW SUBGRADE AND EX. F.S. 1� CONST. 5" A.C. OVER 6" A.B. 3220 SF FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE PROP. F.S. -/ FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR BROUGHT TO FINAL GRADE UPON COMPLETION OF STREET PAVING. FINAL FRAME PROP. C&G SEATING SHALL BE 1/8 INCH BELOW ASPHALT SURFACE. TYPICAL SECTION 2O CONST. 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 104 303 LF INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 25 REFERENCE IS HEREBY MADE TO A GEOTECHNICAL INVESTIGATION REPORT AND SIXTH STREET 3O CONST. DRIVE APPROACH PER CITY STD. DWG. NO. 101. TYPE C 1032 SF 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA SUBSEQUENT ADDENDUMS PREPARED BY NORCAL ENGINEERING, (562) 799-9469, NO SCALE PUBLIC WORKS, ENGINEERING DEPARTMENT PRIOR TO ANY DATED JUNE 19, 2001, PROJECT NO. 9401-01, ON FILE IN THE OFFICE OF THE 40 CONST. PCC SIDEWALK PER CITY STD. DWG. N0. 103, WIDTH = 4' 1250 SF I ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CITY ENGINEER. (SEE GENERAL NOTE N0. 19) LEGEND: O INSTALL STREET TREE PER LEGEND & NOTES ON SHEET 1 7 EA CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 26 CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. » © SAWCUT & REMOVE EXIST PAVEMENT 1500 SF PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT CONTRACTOR), OR A COMBINATION OF SPECIALTY CLASS C LICENSES SUFFICIENT S........ SOUTH PL...... PROPERTY LINE POINTS WITHIN 0.10 FOOT OF SUB GRADE ELEVATION AND AT NOT MORE TO COVER ALL THE WORK TO BE PERFORMED BY THE PRIME CONTRACTOR N........ NORTH HDR...... HEADER 7O COLD PLANE PAVEMENT (0"-8" THK.) x 5' WIDE 340 SF THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW E......... EAST MH........ MANHOLE i BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000, ET SEQ) AND W........ WEST FS......... FINISHED SURFACE ® REMOVE EXIST. GUARD RAIL & POSTS 70 LF RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT NLY..... NORTHERLY FF......... FINISHED FLOOR 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, IS AWARDED. WILY..... WESTERLY -S- ... SEWER g0 REMOVE EX. TELPHONE POLE & UNDERGROUND OVERHEAD UTILITIES 1 EA MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. ........ELY..... EASTERLY WWWATER WASTE 27 THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, » 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE 1(800) 227-2600. PROVIDED FOR SLY..... SOUTHERLY -W- ... WATER 10 INSTALL 3 CONDUIT & N0. 5 PULLBOXES FOR TRAFFIC SIGNAL 205 LF j COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BEYOUR CONVENIENCE ARE THE FOLLOWING: N/S.... NORTH/SIDE BW........ BACK OF WALK INTERCONNECT PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A FOL..... FOLIAGE CLF....... CHAIN LINK FENCE WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED VERIZON SOUTHERN CALIFORNIA EDISON CO. COR.... CORNER EP......... EDGE OF PAVEMENT TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 1400 E. PHILLIPS BLVD. 1351 E. FRANCIS STREET BLDG... BUILDING SD......... STORM DRAIN 11 CONST. VAR. TH. A.C. CAP 340 SF MATERIALS AND/OR SURFACING. POMONA, CA 91766 ONTARIO, CA 91761 i (909) 469-6327 TC....... TOP OF CURB IP.......... IRON PIPE (909) 930-8540 FL....... FLOWLINE TR......... TOP OF RAIL 12 REMOVE EXIST. A.C. BERM 60 LF ' 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE 1 RANCHO CUCAMONGA FIRE PROTECTION AGENCY SOUTHERN CALIFORNIA GAS COMPANY TB....... TOP OF BERM ANG PT.. ANGLE POINT SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 13 ADJUST MANHOLE TO GRADE 1 EA 10500 CIVIC CENTER DRIVE 251 E. 1ST STREET DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND AC....... ASPHALT CONCRETE Doa ...... FIRE HYDRANT GRADATION OF ASPHALT PAVING. RANCHO CUCAMONGA, CA 91730 BEAUMONT, CA 92223-2903 . . . .T ... STREET �--e .. STREET LIGHT (909) 477-2770 (909) 845-0709 SST.... .. POWER POLE (421 .0). EXISTING ELEVATION 14 RELOCATE 2" WATER SERVICE INCL. METER PER CCWD REQUIREMENTS 1 EA 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE CUCAMONGA COUNTY WATER DISTRICT CHARTER COMMUNICATIONS FD....... FOUND -G-...... GAS 15 INSTALL ROCKSCAPE PER CITY STD. 542 WITH 6" CONCRETE HEADER 1 LS SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR 10440 ASHFORD STREET 7337 CENTRAL CLR..... CLEAR -E- .... ELECTRIC DETERMINATIONS COMPLETED TO VERIFY: R-VALUE, SIEVE ANALYSIS AND PER STD. 534 AT ALL ROCKSCAPE EDGES SAND EQUIVALENT OF AGGREGATE BASE. RANCHO CUCAMONGA, CA 91730 RIVERSIDE, CA 92504 -T-.... TELEPHONE SPR....... SPRINKLER (909) 987-2591 (909) 343-5161 CF....... CURB FACE --x-- FENCE 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND C&G.... CURB & GUTTER P.IN POST INDICATOR VALVE * FINAL DETERMINATION OF STRUCTURAL SECTION TO BE MADE AT TIME OF GRADING BY i SAN BERNARDINO COUNTY "R" VALUE TEST. PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS. FLOOD CONTROL OPERATIONS DIVISION-PERMIT SECTION F.D.C... FIRE DEPT. CONNECT FW......... FIRE WATER VALVE 825 EAST THIRD STREET B.O. .... BOTTOM OF T.O. ..... TOP OF 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH SAN BERNARDINO, CA 92415-0835 RCP. _ CONSISTS OF A ROCKY MATERIAL, THE SUBGRADE SHALL BE PREPARED BY REINFORCED CONCRETE PIPE I- .... TRAFFIC SIGNAL INTERCONNECT j (909) 387-7995 REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF 28 ANY WORK WITHIN THE SAN BERNARDINO FLOOD CONTROL DISTRICT (SBCFCD) ARROW ROUTE i A QUALITY BETTER THAN THE NATIVE MATERIAL. RIGHT-OF-WAY WILL REQUIRE A SEPARATE PERMIT. NO WORK WITHIN SBCFCD N 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS R/W SHALL BE STARTED UNTIL A PERMIT IS ISSUED. CONTACT FLOOD CONTROL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. OPERATIONS DIVISION - PERMIT SECTION AT (909) 387-7995. u SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED 29 ALL APPROVED WORK WITHIN THE SAN BERNARDINO FLOOD CONTROL DISTRICT Lo s RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. (SBCFCD) WILL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMIT Z Z , , 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE AND SBCFCD STANDARD PLANS AND SPECIFICATIONS. ALL NON-SBCFCD STANDARDS SHEET INDEX Q II SHALL BE PLACED ON THE PLANS AND ARE SUBJECT TO DISTRICT REVIEW AND CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS I I J OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE REVISION PRIOR TO PERMIT ISSUANCE. SHEET DESCRIPTION LOCATION I I z SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH 30 ALL BRIDGE CONSTRUCTION WORK TO BE IN CONFORMANCE WITH 1999 CALTRANS 1 TITLE & CROSS SECTIONS I I IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE STANDARD PLANS AND SPECIFICATIONS. II CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. sr srPEE 31 ALL P.C.C. REMOVALS SHALL BE SAWCUT. 2 SBCFCD ACCESS DRIVE DETAILS 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBER 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 3 STREET IMPROVEMENTS Q V 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE CONTRACTOR FROM 4 TRAFFIC STRIPING PLAN II RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION _ S IIi DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED 5 GENERAL PLAN I I Z PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER C , w a i FOR APPROVAL. 6 BRIDGE WIDENING PLAN i � J 16. WORK SITE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A NEAT, CLEAN, 'HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE 7 BRIDGE SECTIONS *Am AND B CLEANED UPON REQUEST OF THE INSPECTOR. PRIVATE ENGINEERS NOTICE TO CONTRACTOR 8 FOUNDATION PLAN 17 THE STANDARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR CONSIDERED A PART OF THE CONTRACT DRAWINGS AND SHALL BE ON THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL 9 ABUTMENT PLAN PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE JOB SITE AT THE TIME OF CONSTRUCTION. LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 10 BRIDGE SLAB REINF. & SECTIONS 18 TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR HOLD THE CITY, OWNER AND DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, 11 SECTIONS IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE CITY, OWNER OR TRANSPORTATION AND HOUSING DEPARTMENT (S.A.F.E.) "MANUAL OF TRAFFIC THE DESIGN PROFESSIONAL. 2 SECTIONS VICINITY MAP_ CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK", LATEST EDITION, AND THE SPECIAL PROVISIONS. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND IN PUBLIC RECORDS, 13 DETAILS WITHOUT APPROVAL OF THE ENGINEER. ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE CONTRACTOR, BY ACCEPTING 19 SOIL BORING LOGS (BY NORCAL ENGINEERING, DATED 6/19/2001 INCLUDED THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO ASSUME LIABILITY 14 DETAILS AND HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF IN THESE PLANS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USE UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR AS HE MAY CHOOSE TO MAKE OF THEM IN THE PREPARATION OF HIS BID. THOSE CONSTRUCTED IN VARIANCE WITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR 15 LOG OF TEST BORINGS DA.E A��PwEU THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, EITHER EXPRESSED IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES OR IMPLIED, THAT SUCH SOIL BORINGS REPRESENT A TRUE AND COMPLETE SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESONSIBILITY 16 CAL TRANS STANDARD DRAWINGS DR gg-TJ CROSS SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING TO NOTIFY THE OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE WORK ON THIS PROJECT. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, CONSTRUCTION NOTES FOR STREET TREES: CITY OF RANCHO CUCAMONGA 20 EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTRACTOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE - -- - REQUESTED IN WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD OF THESE PLANS. 1 ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH CITY STANDARD PLANS. TITLE SHEET UNLESS OTHERWISE NOTED. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS 2 PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SOILS REPORT SHALL BE SIXTH STREET SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. SHOULD THERE BE ANY FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY DISCREPANCY THE ENGINEER SHALL BE NOTIFIED AT ONCE. SUBSTANTIAL REVISIONS TO REQUIRE BACKFILL SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. ® DEER CREEK CHANNEL BRIDGE OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL THE PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION OF SUCH BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST 3 ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING FROM: 567'± E/0 HERMOSA AVENUE TO THE CITY OF RANCHO CUCAMONGA. REVISIONS IN THE FIELD. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF CONDITIONS. DIVISION. TO: 763'± E/0 HERMOSA AVENUE 5. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF FEDERAL, STATE AND LOCAL LAWS AND 4 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. REGULATIONS PERTAINING TO THE CLEAN AIR AND CLEAN WATER ACT. APPROVED BY DATE• _/l/- CITY ENGINEER R.C.E. NO. 24953 MINIMUM � DESIGNED BY: RECOMM GED Undergramd Service Alert BASIS OF BEARINGS. �; STREET BOTANICAL NAME (COMMON NAME SIZE SPACING QUANTITY o FRT R.B. ENGINEERING ) GROW SPACE � oe- � F � a� I "NVI CH 3198 N. ASHWOOD STREET I Q� o CatTOLL FREE I 6TH STREET MAGNOLIA GRANDIFLORA N. C. N. 3' MIN. 15 GAL. 20' O.C. 7 �' � '1m '� ORANGE, CA 92865 I THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT GREEN GEM ', DRAWN BY: PHONE: (714) 637-8100 SHEE i } OF SIXTH STREET BEING NORTH 89' 36' 42" WEST AS NOTED ON PERMIT NO. P-100026 ` *�` Exp.3-31888-05 �'* ' CH FAX: (714) 921-2223 1 OF 16 I 227-2600 PARCEL MAP NO. 13125, AS PER PLAT RECORDED IN BOOK 155, ' OF PARCEL MAPS, PAGES 58 AND 59 RECORDS OF SAN CHECKED BY C; �. R.C.E. N0. 37888 TWO WMING WS BEFORE YOU DIG BERNARDINO COUNTY. RBLo� - DATE - �O ��_FILE N0. 1818 99-35451, 11/26/01 01/07/02 i .nr i i BENCH MARK: NO. 10011 ELEV: 1074.178 LOCATION: 1" ROUND HEAD BOLT IN CONC. STAMPED "S.B. CO. B.M. 11 II 01098" AT N/E COR. OF 6TH ST. & HAVEN AVE., 1 FT. N/0 END OF CURB RETURN. II J II �cl) it (�� MW------- T, -1 II Z II TBM: Z N TOP OF CURB S/S OF 6TH STREET ON ECR AT S/E COR. OF HERMOSA AVE. & 6TH ST. N ' vn II ' . >TYPICAL NOTE: U S ELEVATION: 1067.343 1 REMOVE EXISTING ROCK COBBLE WITHIN LIMITS OF CONSTRUCTION. I I W } REINSTALL/RECONSTRUCT IN AREAS AS NOTED ON LANDSCAPE PLANS Y sill �i s 3 �' �l� AND IN THE RIGHT-OF-WAY PER THESE PLANS. W �I � I JTZ ` S W S ,. ��~ ,' 11 STREET TREES TO BE IRRIGATED FROM FLOOD S.B.C.F.C.D. IRRIGATION. �" QPy; i PROJECT TO COORDINATE LANDSCAPE PLANS WITH THIS SET. PA�/W II Ex.EmEME' C> , II �I v I �� f rJ? I�I \� s II I NSW - -� h;3 CONSTRUCTION NOTES �i ,? 11 II (72.60)FS ! NN + C14 3"�jy y` (71.9 )FS �" Z Iii II04 W y - ITEM DESCRIPTION 'c' '`� 72.00 FS tO < I u� , (7 .70)FS {72.73)FS EX. R W � a / 1O CONST. 5" A.C. OVER 6' A.B. EX. R/W 0 ^ 6 Q �I`D o �1 vo AOE CT EX. I 44 N/0 CL 44 N/0 CL; �- o ,/ EDGE OF BRIDGE `moi 2,208W. 72 25B�y ^� 2 CONST. 8" PCC CURB & GUTTER PER CITY STD. DWG. NO. 104 71.94BW '� ��� 72. 72.02)BW� 6 EDGE OF BRIDGE 6 c` w 6 1 o v v S I 15 a �' R CITY STD. DWG. NO. 101. TYPE C c �, 3O CONST DRIVE APPROACH PER (69.34 FS - -- 4 PROP. T & 7Q 21 TC 5 71.92TC T 71.72 TC 4O CONST. PCC SIDEWALK PER CITY STD. DWG. N0. 103 WIDTH = 4' -- - - - - s, ,_ - - -- - - -- ---4 32' 0 CL 7154FL 71.25FL 71.05 FL ---------- 15 5 15 5 71.,72TC 5 71.96TC II PROP. C&G __ 5O INSTALL STREET TREE PER LEGEND & NOTES ON SHEET 1 71: 71.29FL 0 32' N/0 CL I a _- ------------- REMOVE & RELOCATE EX. GAIE 6TH STR� ;: I - d:-CF �^ - �- I fiaTF� STREET © SAWCUT & REMOVE EXIST PAVEMENT 10' NL'Y. TO PVMT. JOIN EX. - E-*-CABLE FNC. - REMOVE w a N/W ACCESS DRIVE DETAIL N/E ACCESS DRIVE DE7AIL7O COLD PLANE PAVEMENT (0"-8" THK.) x 5' WIDE SCALE: 1"=20' SCALE: 1"=20' ® REMOVE EXIST. GUARD RAIL & POSTS I 0 REMOVE EX. TELPHONE POLE & UNDERGROUND OVERHEAD UTILITIES i 10 INSTALL 3" CONDUIT & NO. 5 PULLBOXES FOR TRAFFIC SIGNAL INTERCONNECT I 11 CONST. VAR. TH. A.C. CAP i 12 REMOVE EXIST. A.C. BERM 13 ADJUST MANHOLE TO GRADE 1¢ RELOCATE 2" WATER SERVICE INCL. METER PER CCWD REQUIREMENTS x / 15 INSTALL ROCKSCAPE PER CITY STD. 542 WITH 6" CONCRETE HEADER 6TH STREET PER STD. 542 AT ALL ROCKSCAPE EDGES _ 6TH STREET ------�- -------- ---)AL- - - ---- --- ---------------- _ __;� '- _ - R.66)FL,, .33 TC 71.74T 7 .0 TC I _ 4` 5 TYP ' X __� '� -- - PROP. C&G Ir �7 C 15 �71.07FL I - ��-` 71.41 FL I ' 71. 1T --�1gT -- - - - v :� ---�-1 ® 32 S/0 CLQ - 1 = _ 15_ PROP. C&G 171.50FL 15 71.24FL �' " - FL _ _ 32 CL -- -� - 5 , O (68.b8 FS 3 - _- EX; R/W EX{ R/W ®` I--__ - -- - r 67 98 FSI .` T �- Vo ,30 S/0 CL 44 S/0 CL! -- T{ J -T EDGE OF BRIDGE v 1 BW y i� j_CNI�ill .4 r;-. - - 72.05 ` a. `�: EDGE OF BRIDGE �71.916W cvoQo q� 72: 96W 6 �00 F g 1 � UT. R W - (71 66)FS , 6 1 o c I 6 I r 44 S/0 CL 71.41 FS 15)F � �� I 0 71.�6)FS (71.10)FS II 67.85 FS (67.76)FS I 68.25 S �� PROTECT,tX. ` REMOVE & REINSTALL �� ) GATE '' '� EXIST. GATE ASSY. + I I J J I I - q' N 1)FS J x4.1 it, Z Z N �� ' lY nv�` I Z Q `1 / W � 3: E 00 � II Uo II S u_. o + cel - I 67.21)F5' to r' II j 0 ll_�68.16)FS i W W - �� >✓ S/W ACCESS DRIVE DETAIL S/E ACCESS DRIVE DETAIL SCALE: 1"=20' SCALE: 1"=20' ACCESS DRIVE DETAILS S.B.C.F.C.D. R/W �ESC 'PTiC GF REV!SICN DATE APPROVED I CITY OF RANCHO CUCAMONGA DETAILS ACCESS DRIVE DETAILS w S.B.C.F.C.D. R/W i APPROVED BY - DATE:a U Underground Service Alert °�°FEsso� F2 CITY ENGINEER R.C.E. NO. 23889 I 0 �cRS J D E'S I GN ED BY: RECOMMENDED c TOLL �;� p ,'2 CHR.B. ENGINEERING 3198 N. ASHWOOD STREET 1 800 , No. 3.888 * ORANGE, CA 92865 EV 3-31-05 DRAWN BY: PHONE: (714) 637-8100 SHEE 2272600 CH FAX: 714) 921-2223 2 OF 1a r C. TWO WORKING DAYS BEFORE YOU DIG OF �FeR CHECKED BY: � � � DR 99-77 RB -R.C.E. 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X � -4 [; C 1 ( i 1 x D O O a � �n m J � � I I � I I I I '1 _ n � <O rn z o rrn �� 0o O 1 NI I I n n D A T O -� -1 OD ( D I I I -i I I I O � m � = c,•I � . �> I°D D > m I I I it i z o 21 _ m 0 O z D� o 1 n x 0 m z m v, � o �' D O I I I I I rm m N 0 - 0 -A Q n rA. o v _ .�m . D � � Z 1 1 1 1 1 1 i t m c Z c = v -- ; z 3 00 Cp ca o R, Z Z 0 U I I I I I I I = D � 11 m 0 n D ' r -� z IQ C C D _4 I I I I I I I I m � r n -� m m _a " I I I 11 D *_ m cn - n w - ! 1 1 I I I I I 0 z cmn m -O z o� U N , D I I I 11 ' A U) �" m W U r, I r I 11 0 �� v� 0 o cD m N O i 57' 0" 571- 1 1 BENCH MARK: NO. 10011 ELEV: 1074.178 3 it 3 441-61' if ii LOCATION: i1 W I it \ NEW BRIDGE WIDEN „ z ; , 1" ROUND HEAD BOLT IN CONC. STAMPED "S.B. CO. B.M. z ; 01098 AT N/E COR. OF 6TH ST. & HAVEN AVE., 1 FT. N/0 END OF CURB RETURN. _ II U , CHAIN LINK RAILING TBM: Oma' ituj Y ��,► TOP OF CURBS/S OF 6TH STREET ON ECR AT S/E COR. it ' • ii 1r'cS. OF HERMOSA AVE. & 6TH ST. U ELEVATION: 1067.34 16+ 8 i w M" 91. �� •�� 3 50 it o 0 i '; @ 8.50' °4 107 .07 B A;� I; 107 32 B END BRIDGE BEGIN BRIDGE 1 +46. 5 it u L _ .0 u u 32. 0' N o 6.4) �, @ 132. N -- -------------- 071.9 TC i! 10`72. 1 --- it --------------- -------------------------------------------------------------- --- -- R/W 1071. 9 FS I -� X.. SDWK. (1072.91 EX. , FkAj-+j X IL I _I �'- r --� - -------_____ I I � 24" S.D. � 48' S D. i� EW CONCRETE URB TYP 1 I r-I r� I NEW CONCRETE SLAB 1 2 i ,�- 1 I I I I I I I I I I I \ - - --1---�-� I _ - � � - - - � EE STREET IMP _ T PLAN y - Wq '-- ... �- �. .P ., U I I _�_� 1070.5 i 16+69.24 6TH T.- 1 . 1 i -- --'--, - a 16+87.51 - . 1 18 ( ) �• SIXTH STREET �t-- -- ------ 71.4 I I I I --1--} -�-----t--� - i_J 71.4 186+61 .84 SOC CD 1072.01 - (� I I I I i t i X (1071.96±) S i - I 10 1. 71.6 1071.6 ' i7t. 16+51.03 I 1 I I ► �- B NEVIS NCR If TE N 89 3 2 I 1 .92} FS �' ; 1 f�t - E WIDEN � __.�__ �___-`- ---_ ---_ _-- _ �i� __�-_-4 ___-___ - _ _- I 1 I I I I I O I I I I I I O 0' F --+� -----� -�- I _ CHANNEL I I ( -I -� _ _. = - - -. - - - - - _ _ oIN -~ i 6 --W - - ------ EXISTING _- - - -----_,----_ CV I 1 I I I , - 24�..,xrt ------ ------------- ------ ----- - --- I I I I f I I I I I I --- - -- ------- - ------- I f'i"'� __ I I I I I L- - - - - - - - - - - - -- - - -- .- - -- - - .- - -_-- - � �.J L I I I 1 I - - J ---- - - - _ I I 1 I 1 - - - - - -- - _ -_ _ - _ -- - I _ - - _ (1072.3) s _ I I I I ' s I I I I I ( I ------------------ I 1069.7 --y .._-=____:___'=----- -- 4 W 2. S @ I 3 2. 0' �, �� .10 1 2.0 TC 1' I `=-- -- fi�>TF - _ - - I- X \ i '1 w 1 72.1 Y SIT • ----------- it _ ABUTMENT 1 ABUTMENT 2 2 ` r ; it I I. 4 _.�.: 1 71.510' FS �f� j it 16+ .40 ' " S iit i BASIS OF BEARINGS: ��, (� 3�. 0' ! 'I Iri '� ,, 16+ ,� " ELEVATION THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE , ; ;i it Ii ►, '',10? .2g� 1(,_� SCALE 1�4" = 1 '-0" OF SIXTH STREET BEING NORTH 89' 36' 42" WEST AS NOTED ON •- ;' ' -` 'i 8 1 -� X(1070.3) PARCEL MAP NO. 13125, AS PER PLAT RECORDED IN BOOK 155, ;.� " - �p� `� / 1fit 0 it OF PARCEL MAPS, PAGES 58 AND 59 RECORDS OF SAN •cp f it i; ;� f BERNARDINO COUNTY. ; �' �- / it it , ! e PLAN it, , 6TH ST ; i ;; 1 SCALE 1 " = 20'-0" NORTH ale61_61' 32•_0., 32._0.. 6 _611 �, ii/ X It „ I (1070.4) EXISTING STRUCTURE EXISTING STRUCTURE WIDEN S �. I 58 - ,,58'-0-1, � 3 so WIDEN STRUCTURE E STRUCTURE \� , \ ' �;', I x I I CONSTRUCTION NOTES 4 4 5 I 5 �i PAINT "DEER CREEK BRIDGE" h I' ® PAINT YEAR CONSTRUCTED XIST. CONCRETE BRIDGE I p ® CONCRETE PARAPET 3 CHAIN LINK RAILING 6 8 8 &-\". ® REMOVE CONCRETE PARAPET & FENCE 000000 LOP I SLOPE - -- - - -- - _ _ _ - - - - - - - - -- - - - - - - - -- - - 0000 © CONSTRUCT SIDEWALK QQ CLOSURE POUR QQ SANDBLAST AND REFINISH THE SURFACE lilt,� � EXIST WATER LINE ''' 1----------------------- _--_------- ----------------------------- EXIST ELECT CONDUITS I --------------------------------------- ---- ' - --- - `---- _ -- -L---- -- --- - Ft----- __ _ _____ __ I ililI ti ss-^src_z_zts sL r__zzr---..r--z-s�-x-L zr_�sr.�^c-s- LEGEND -=z==-L-_ = r-=_-_ rttrr_t _- _ _ - _-__ .-� --------�-- ---_- r- - .-----__-_-_._� -- _ -. -_ - -.__ ____ ---___ - - -------------------------------------- _-- -__ _ _ -�---= =z--r- t=�.e � I �--r====a- -----r f- 44'-6" GENERAL NOTES NEW BRIDGE WIDEN LOAD FACTOR DESIGN 34'-0" EXISTING CHANNEL 16+91.08 16+46.58 NEW 2-4110 NEW 2-4"0 CONDUITS @ 38.50' N DESIGN BRIDGE DESIGN SPECIFICATIONS NOTES @ 38.50 N B SPARE CONDUITS FOR FIBER OPTIC CABLE A 1. THE NEW BRIDGE CONSTRUCTION SHALL COMPLY 1072.07 BW 6 VERIFY WITH CABLE COMPANY 1072.32 BW CALTRANS SEISMIC DESIGN CRITERIA JULY 1999 WITH THE CALTRANS BRIDGE SPECIFICATIONS. - _ _ - _ - - _ (1996 AASHTO WITH INTERIMS 97, 98, 2. THE CONTRACTOR SHALL VERIFY ALL - - 1 - - +-� --- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - I 99 & 2000 REVISIONS) CONTROLING FIELD DIMENSIONS BEFORE EXIST VALVE BOX _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _ _ DEAD LOAD INCLUDING 35 PSF FOR FUTURE WEARING SURFACE ORDERING OR FABRICATING ANY MATERIALS. VERIFY & RELOCATED _ AS REQUIRED _ T - - - - - - - - - - - - - - - - - - - - - - - - _ _ _= LIVE LOADING HS20-44 AND ALTERNATIVE AND 3. THE CONTRACTOR IS TO VERIFY AND TO MATCH = _ - _ -- :E PERMIT DESIGN LOAD. EXISTING CROSS SLOPES AND CORRECT MAJOR EXIST BACKFLOW _ _ _ _ I_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ice _ _ -�- _ DEVIATIONS FROM A THEORETICAL CROSS SLOPE. EXIST WATER METER = _ _ = 1= - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ =I _ = T = = SEISMIC LOADING PEAK ROCK ACCELERATION = 0.47 g - T- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I�-�-- - -- 5. FOR CURB AND SIDE WALK, SEE SHEET 12. �? 16+46.65 I I I I I Z NEW 2-5" 16+91.15 w SEISMIC ZONE ZONE 4 4. FOR RAILING, SEE SHEET 14. { 11 2-5"0 ELECTRICAL CONDUITS Q 1I I I o SEISMIC ZONE FACTOR 0.40 6. ALL CONDUITS OPENING ARE TO BE SEALED - 071 . TC I II VERIFY W EDISON COMPANY v SPARE CONDUITS II I @ 32.00 N Do Ld 1071.29 FS I I II it 1 1072.21 TC _ SEISMIC SOURCE TYPE A AT ENDS IF NOT USED. DUCT FORMS ARE TO BE c� - - -1- - - - - - - - - - - - - - - - - - - - - - - _ _ = 11 _ _ _ _ 71.54 FS o 0 SOILS TYPE Sd o _ _ _ - -_ _ - - - - - - - - - - - - - - - - - - _ -_ -_ -_ -_ -_ __ _ � __ __ - vi ARS CURVE FOR AN EARTHQUAKE MAGNITUDE OF TIED DOWN. N - - t - - - - - - - - - - - - tit - - - t - BEGIN BRIDGE m 7.0 FIGURE B.8 OF SDC 1999. 7. VERIFY ALL EXISTING IRRIGATION LINES AND M END BRIDGE I I o= I RELOCATE AS REQUIRED. ILIJ3 I II EXIST WATER LINE U I EXIST WATER LINE II j I 3 CONCRETE ALL CONCRETE SHALL CONFORM TO SEC 201-1 8. CHAIN LINK FENCE AND GATE RELOCATION AND z 1 EXIST ELECT CONDUITS W EXIST ELECT CONDUITS 1 I 1071 .68 FS Z OF THE STANDARD SPECIFICATIONS FOR PUBLIC RECONSTRUCTION SHALL BE PER CALTRANS 1071.48 FS S I I1 9 7 o S WORK CONSTRUCTION, LATEST EDITION, EXCEPT STANDARD B11-52. 1 II 9 11 I AS FOLLOW: ALL STRUCTURE CONCRETE SHALL BE 4,000 PSI 10 DESIGN STRENGTH WITH "A" GRADIATION IN ALL INVERT AND 4,000 PSI DESIGN STRENGTH WITH "B" GRADIATION FOR ALL WALLS. CONSTRUCTION NOTES 1 _ _ - - REINFORCING STEEL fy = 60,000 psi II II i QQ REMOVE CONCRETE PARAPET & FENCE - - -- - - -- - - -- - - - SOILS REPORT : 16+46.79II II I S 16+91.29 NORCAL ENGINEERING © CONSTRUCT SIDEWALK CURB S @ 18.37' N I I I @ 18.97' N 10641 Humbolt Street Q7 CLOSURE POUR 1071.55 FS I II II 1 1071.74 FS o Los Alamitos, CA 92720 QQ REMOVE CHAINLINK FENCE 1 1 16+50.61 5 1 16+50.54 16+87.47 1 0o Phone : (562) 799-9469 I I @ 15.6 6' N @� 15.925' N @ 16.19' N i I N Project #9401 -01 10 REMOVE METAL BEAM GUARD I I (1071 .61 FS) (1071 .665 FS) (1071.72 FS) I 1 Dated June 19, 2001 ot 47) N I II II I N "EXCAVATION WITHIN VICINITY OF EXISTING CHANNEL STRUCTURE LEGEND o0 I II II { aoIr- AND UTILITIES TO REMAIN IN PLACE SHALL BE PERFORMED IN A • 1 II EXISTING CONCRETE BRIDGE II I � MANNER TO PREVENT DAMAGE TO THE STRUCTURE11 I II II => DENOTES DIRECTION OF TRAFFIC i II II { "NO EQUIPMENT IN EXCESS OF H-20 HIGHWAY LOADING i I i I I I (AASHTO) WILL BE PERMITTED TO OPERATE ON THE DENOTES NEW STRUCTURE I II II I INVERT OF THE EXISTING CHANNEL. ONLY RUBBER- 16+51.03 1 11 16+69.24 6TH ST.= II { 16+87.51 TIRED, LEGALLY LOADED EQUIPMENT SHALL BE OPERATED - - - - DENOTES EXISTING STRUCTURE w w 0 (1071 .92) FS i I I 186+61 .84 SBCFC I I I 1072.01) FS c.� ON THE EXPOSED CHANNEL INVERT. IF STEEL CRAWLER I II (1071 .961) FS II I SIXTH STREET TYPE EQUIPMENT IS USED, WOODEN MATTING SHOULD DENOTES NEW CONDUITS o m _ I I I _ _ _ I I I PO m BE PROVIDED OVER THE INVERT IN THE OPERATION PO a- - - DENOTES CENTER LINE 6 0 N89'36'42"W In0 AREA. LOADS FROM TRACK VEHICLES SHALL NOT Z 1 11 I II I M z EXCEED 300 PSF ON THE SURFACE OF THE BOTTOM � 1 II 11 I � OF THE INVERT SLAB". Ix END BRIDGE I 1 ; ;� BEGIN BRIDGE w II 11 I CALTRANS STANDARD PLANS 3 i i i DATED JULY 1999 A10-A ABBREVIATIONS co �? I II o II I A10-B SYMBOLS 00 I II z II I t° A35-B PORTLAND CEMENT CONCRETE PAVING I 14 II I A62-C LIMITS OF PAVEMENT FOR EXCAVATION I II 41 ( I II II I AND BACKFILL BRIDGE I II 16+51.06 16+69.46 16+87.86 II 1 A87 CURBS, DIKES AND DRIVEWAYS I II 11 I BO-1 BRIDGE DETAILS I I @ 16.18' S 5 @ 16.05' S @ 15.92' S 11 I S II (1071.62 FS) 1 (1071.67 FS) (EL. 1071.72) II { S BO-3 BRIDGE DETAILS - - - - -L - - - - - -IF- - - - - - - - - - - -i1 - - - - - - - - - -- - - BO-5 BRIDGE DETAILS BO-13 BRIDGE DETAILS B2-3 CAST-IN-DRILLED-HOLE CONCRETE PILE 811-52 CHAIN LINK RAILING TYPE 7 �- 16+91 4 .68 B11-54 CONCRETE BARRIER TYPE 26 @ 17.92' S 17.57 S H-8 PLANTING & IRRIGATION DETAILS 10 1071.63 FS I ! II 11 1 1071.74 FS CALTRANS STANDARD I EXIST WATER LINE & PLAN SHEET NUMBER o ELECT CONDUITS I j I I I 1071.57 FS S I 7TO BE RELOCATED I I I S 1071.68 FS c-4 w 1 II II I w DETAIL NUMBER C; END BRIDGEj 11 NEW 3" TRAFFIC SIGNAL INTERCONNECT CONDUIT 11 I I BEGIN BRIDGE N � I I M i III I III i M w W I I (1 II ( ` i 00 0 No DESCRIPTION OF REVISION DATE PRO Ci p AP VED 16+91.83 jIII i N m I II NEW 4-4 TE EPHONE CONDUITSIl I @ 32.00 S 3 CITY OF RANCHO CUCAMONGA VERIFY WITH LEPHONE COMPANY 11 . I � 1072.17 TC w _�__ - - --- -- - - -- -_- - _ _ - - -_- - __ - = = - ---- --- 1071.50 FS z DEER CREEK BRIDGE (WIDEN) 16+47.33 __ __ __ __ __ __ __ __I __�_= AT SIXTH STREET @ 32.00 � _ 1072.08 TC _ _ _ - � - _ 1071 .41 FS - - =r - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ - BRIDGE WIDEN PLAN - - -r - -4-24- - - - - - - - - - - - -- -- - - - - -- - - -- - - - - - - - - - - - - - - -- -� � - - �- -- APPROVED BY I I DATE v I I I ESS CITY ENGINEER R.C.E. NO. 23889 DESIGNED BY: RECOMMENDED 16+47.40 1 1 6 I I 16+91.90 P p J WILLIAM SIMPS�►N I I I I @ 38.50 S 'a`'� oKe & ASSOCIATES, INC. @ 38.50 S 1072.28 BW B R I D G E W I D E N P L A N 1072.19 BW EV.QW;? ' DRAWN BY: oo .n�c srnucn�u SHEET SCALE 1�4" = 1 '-0" B NEW 2-5"0 SPARE CONDUITS A !r• _ C.N. NEWPORT BEACH. CA 92663 FW949) 675-0248 (o OF 1!0 NORTH 2222 NEWPORT BOULEVARD (949) 675-6110 J �' E-MAIL : WSASEOPACBELLNET 9J�, AI j CHECKED BY: MASOUD JAFARI R.S.E. NO. S3812 DRAWING NO. P.P. DATE 10/15/01 FlLE NO. $ S �I 6TH ST NQS 31.94' 32.00' SSS 19.58' 18.92 1 17.61 20.89' WIDEN STRUCTURE EXISTING STRUCTURE I EXISTING STRUCTURE WIDEN STRUCTURE 6.50' 13.08 14.39' #a 6.50' All- NOTES , 5.50' 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING ANY MATERIAL. 2. MAXIMUM DEPTH OF FALSE WORK IS 3 -0 . 16+87.32 0 q EXIST., CONCRETE BRIDGE q q (1074.72) TW 16+87.82 p CONDUITS SEE SECTION D - D EL. 1071.42 CONDUITS SEE SECTION D - D q L. 1 69.2 1072.19 TC 1071.72±)FS I 16+87.51 (1074.36)TW q (1071.72±)FS 16+88.18± E 0 5 Vr B.0. SLAB 2% 1071.52 FS (1072.01) FS r / 1072.16 TC 1071 .37± FS �� r, rr� 1071.49 FS EXTEND AND RELOCATE EXIST. o �� -----�---"-- -'--_---- --- '-'--------- WATER PIPE AND CONDUITS EL. 1069.20 ,® rr ririiii -0 00 r,rr-r rrrrrrrrrrirrrr riiiirrrB.O. SLAB ------------- ---------- riiiiii rii rrriiin'��n, EXIST WATER LINE (Mill - - - - - - - - - - -- - - - - - - - � EXIST ELECT CONDUITS 13'-6 - --------- ------- _ $ = tea== ====a .�= = = = = = = = = _ = -___-==tom = _-- - - - - - - - - - - -- -- - - _ IIINI - -- - - - - - - - - - - - - - - - - - - - - - _-=$==s == - - - s �� �a= � � _ __ _ _ _ __ _ _ __ _ _ _- _______-- _ - EXTEND AND RELOCATE EXIST. c a = s as c c c c c a s c = c s z a ax z ac c s s acs c = s c a a se s as s c a c x- - - - - - - - WATER PIPE AND CONDUITS 8.0. SLAB (1069.24) TW (EL. 1069.55) 16+87.82 - - - - (1068.12) TW SEE PIPE ANCHOR DETAILS TYPE I Hs TYP ' (1069.55±)FS , EXIST. CHANNEL WALL EXIST. TRANSITION WALL EXIST. ABUTMENT WALL B.O. SLAB EXIST. TRANSITION WALL EXIST. CHANNEL WALL , F 1055.92 INV 1055.67 INV (1055.20) INV (1054.95) INV SLOPE I- ---- I -----------------------1- ------- --------------------- -------------------- -------------------7 r ---------------1 ---- I IIL----------------- r --------------- ------------------- II ------- ----------------------� I I - I I LJ I I SECTION A A LJ SCALE : 1/4" = V-0" 6TH ST sus 32.00' 32.00' NIS 20.62' 17.88' 1 18.42' 20.08' WIDEN STRUCTURE EXISTING STRUCTURE I EXISTING STRUCTURE WIDEN STRUCTURE 6.50' 14.12' 13.58' 6.50' , , , 2-5"0 SPARE CONDUITS 2-5"0 CONDUITS FOR FIBER OPTIC CABLE q 9 4-4"0 CONDUITS FOR TELEPHON q EXIST. CONCRE* BRIDGE y 1071.32 FS 1-3"0 SIGNAL CONDUIT p q 4-4"0 CONDUITS 1071.641) FS 16+51.03 q I 1072.09TC ( I 1071.98TC 1071 .19 FS 1071 .42FS (1071 .92) FS (1071.57±) FS 1071.31 FS EL. 1069.15 2q; 2% B.O. SLAB p _ _____- --------------- ,� EL. 1069.02 � r r,rrri iriiiiiii rii �,��r rr rill r v� ' riiiiiiiiiii ��/� - �`' B.O. SLAB EXTEND AND RELOCATE EXIST. rnTirrrirr rrri rr _ --------- ------------ - rrrrriiiiiri rn WATER PIPE AND CONDUITS ---- ------ _ ------- - ---------- _____ _ EXIST WATER LINE EXIST ELECT CONDUITS I - - -- _ J IINI Iillil 13,_6��t - - - - - - - - -- - -- -- - - - L - -- - - - - - - _ - - - - III - - - - - - - - - - - - - - - -_ _______________ ====_-- - =_=- _- - - - - _ - ----- ----- EXTEND AN RELOCATE EXIST. �s�s_g_�_�_�_.�_� s_� ��._ �� _ = s = � = s = ;- _- � .� � � � � _ � ��� � _ � � � � = � � as � .= - � � � � � ,� _ _ s - = a � = � = = � _ _ � ,_ ,� � a � � .� WATER PIPE AND CONDUITS JILt- - - - - - - - - - - - - - - - - - - - - - - - - (EL. 1069.49±) (EL. 1069.40±) 2-5"0 ELECTRICAL CONDUITS (1069.31) TW (1068.18) TW B.O. SLAB B.O. SLAB , EXIST. ABUTME T WALL EXIST. CHANNEL WALL N0' DESCRIPTION OF REVISION DATE �'n EXIST. CHANNEL WALL-\, EXIST. TRANSITION WALL EXIST. TRANSITION WALL APPROVED ' CITY QF RANCHO CUCAMQNGA , - (1055.72±) INV (1055.97±) INV 1054.90± INV (1055.15±) INV DEER CREEK BRIDGE (WIDEN) � 1 SLOPE 1 557. AT SIXTH STREET \ --- - ------------------- ----------------- ----------------------------- -------------------- ------------------- I I ___ SECTIONS -------------------- ---- _ ------- I ---------------..._---1 ' ____--__----J -------------------i r--------------- APPROVED BY ---------- - �------------------------- --------------- I I O�- I I I I ( FESS/ CITY ENGINEER GGGI R.C.E. NO. 23889 I I L J � �D J,qr� DESIGNED BY: VU WILLIAM SIMPSON RECOMMENDED M12 - oKB & ASSOCIATES, INC. L J S- EXP. 0.3/31/2 'b DRAWN BY: MNSl1LMG STRUCTURAL. � SHEET S E C T 1 0 N B B C.N. 2� NEWPORT BOULEVARD (949) 57b-5110 SCALE : 1/4 = 1 _O„ �qr CT , NEWPORT BEACH.Ni 9ws ► -0248 7 OF 1.6 F CHECKED BY: DRAWING N0. bIASOUD JAFARI R.S.E. N0. S3812 P.B. DATE 10±15/01 FILE NO. l i EL. 1064.34 16+42.80 _ 1.50' -- EL. 1064.34 EL. 1064.34 1 50' EL. 1064.34 B.O. PILE CAP �O 38.49' N TYP = B.O. PILE CAP B.O. PILE CAPS TYP B.O. PILE CAP --_ _- ------ r-------------------- ------------- --,---- _---�-016+94.79'-+--_16+50.55 16+87.04 38.6s" N o N - +i - - NOTES 0 38.49T N 0 38.50 Noo . - - -- - - - - - - --- - T i I _ _ _ i / i /� _ I I Q j �'!�- - I __- ------- - - - I I O0 I °D I ► - -_ : i _ _N ' of 0- ' 1• THE VERTICAL AND HORIZONTAL ALIGNMENT OF THE STORM i v , I o ! I I j j" , ! 0 �` i0 I Q ( DRAIN PIPES, SHOWN IN PROXIMITY OF THE PROPOSED i z ' w ! -1 I I �,,� (FL. 1055.97) (1055.93) INV i ! ;n I v PILES, ARE VERIFIED IN THE FIELD (POTHOLE OR OTHER MEAN BY THE o �` - ��/ I 1 w CHAN. WALL i 1 - - ` - - - -- - - - - - -- - - -- - - - I =� w DESIGN ENGINEER THAT THE HORIZONTAL AND VERTICAL ALIGNMENTS +I a -H o OF ALL EXISTING UTILITIES AND STORM DRAIN LINES ARE BASED ON -H tljw - --- - - - --- - �� j � I z I ' /� /� - --- - - - - - - ---- - _ E- - Q _ 'k-- / --,A i� _ ( _ I 1 w SUCH FILED SEARCH/ ACTIVITY. 0 1 1 of I _1 I _ ; _ O O II, n I w O 0 O ; U il) � O) O i i i 1 1 � � � _1 ! I � _� I � � � � I U N N ' z i _I , I -+- w °^' N"ir - - I ! j TYP U.N.O. -0' °' `� Z a� 2• THE CONTRACTOR SHALL DOCUMENT THE CONDITION OF THE STORM m o ,r� �� � I ! w G , ; ,,,� I (� ,� j O m DRAIN PIPES/FACILITIES IN THE PROXIMITY OF THE PROPOSED PILE/ - - - - -- %� I � � 1 ' -- - - - - -- - -- ! U FOUNDATION WORK AND NOTIFY THE CITY OF RANCHO CUCAMONGA OF w 3 I i - - -- - - - - �� �;�, U o , �, �j - - - - - -- -- I - - --- - -`k z w - At- ___ - __ _ _ ��'.�y �r I o I ���/ �� �� -- -- -- - I 3 i w ANY STRUCTURAL DEFECT/DAMAGE IN THE STORM DRAIN PIPES/FACILITIES z o o _ ( --- - � I = w If EXIST CHANNEL = I I I ' j --- - - - -- - - _ Z i z PRIOR TO COMMENCEMENT OF ANY WORK. ' -' o ' I rn o FOOTING TYP - N - - _ _ I ; ! , I i1- MIN o _, 3. THE CONTRACTOR SHALL PROTECT THE CHANNEL WALLS AND FOOTINGS ico n ,T { 'I ! I I - -- -- - ----'!� 'n j DURING CONSTRUCTION BY ANY MEANS OF PROTECTION REQUIRED SUCH - of ---- - - - - - - - - - - - - ` 1.50' I Gii,� I = I i AS SHORING, ETC.... co 50 1 - -- - - - - - - TYP I I ��� �� "� - _ _ _ _ co 4. THE CONTRACTOR SHOULD DO ITS OUTMOST TO NOT EXERT ANY TYPaQ' `� I ADDITIONAL SURCHARGE LOADS TO EXISTING CHANNEL WALLS. CN -- - - - - - - - - - - - - -- - -- - - - - -- - -- - - - - -- - - -- - - - '� - - -- - ---- --- -�* - -- - -- - IT IS STRONGLY RECOMMENDED THAT TRUCKS, HAUUNG AND DRILLING 1 +42.80 ( ) I _ -- -_- AND EXCAVATION MACHINERY BE AWAY FROM CHANNEL WALLS AT LEAST 16+95.19 ( 16+50.55 I CHAN?tWAl1 I I \ ! f� 19.08 N ! i O 18.41' N I - 6- - '� 1$.41 I I \(1055.72±)INV j +I EL. 1064.34 I _ _ 16+87.44 i i 15 FEET. EL. 1064.34 I i i I ' -- -- j i �1/2,� - 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO RESTORE AND B.O. PILE CAP 3'-5�/2"y 2 3'- �/2"! i CHAN. WALL 18.93 N 3,t8.0. PILE CAP - �► - - ! 3 /2 112, 3 to EL. 1064.34 i EL. 1064.34 I �` -�` -*----' - I I AND REPAIR ALL EXISTING IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S 4'-3" I `-0 i - - -- - - -- n \-VIEW CONCRETE PILE CAP (TYP) _1 j z WORK WITHIN THE PROJECT AREA. ALL THE REPAIRS SHALL BE TO THE - �- - - ---- -- ` -- 'e I ! SATISFACTION OF THE RANCHO CUCAMONGA CITY ENGINEER FLOOD CONTROL - - - - �► B.O. PILE,\CAP B.O. PILE CAP 0 4 3 111-61o, ao i 7 __ 38 -0 ! 7'-9" w DISTRICT AND THE U.S. ARMY CORPS OF ENGINEERS. vi ABUTMENT 3 _ _ ABUTMENT 4 ---- ---- ---- -t- - - T -- - ---- - --- --- - - - ---- ---- ------ - -- -- T- , -- Po 00 • PILE CAP PILE CAP EXISTING CONCRETE CHANNEL I i � ! /-- EXISTING FOOTING TYP 0 Z P i j EXISTING CHANNEL WALL TYP j x w . .= La +I ! I 186+61.84 SBCFCD " SIXTH STREET c� N89 36 42 W 1 --- -- - - --. - - --- -- - - -- -- - - , M ' cn I r- - �� I �' - PROTECT EXISTING x 1 I / 48 r , 0 RCP IN PLACE E w ! ' - M (SEE NOTES THIS SHEET) �o I I iINSIDE FACE OFINSIDE T ! FACE OF - CHANNEL WALL 0o CHANNEL WALL -H z 7 -9 I! � / � f � i i 38'-0� i ocn PILE CAP --- _ -- - -- --- - - - ---- - -- -- - -- -� � I I I --- - --- -----I PILE CAP z „� 2'-Oslo "CIDH" CONC PIPES BELOW EL 1064.34 ! 1 ! u MI // � 1 -6 4 -3 2i -0 -- - -- - _ 1 -1 4 -0 1 11; I I r -11 B.O. PILE CAP � � - -- --* - � // % +� c 3 . �23 �5 /2I3 1/2 n�n3 3�/2 �2EL 106 4.34 / I I _1 V 1060- - I ~z/B.O. PILE CAP / 487i RCP B.O. PILE CAE. O CHAN. WALL CHAN. WALL 16+95.59 1.50, I ( � PROTECT EXISTING0 17.48T \ 24"0 RCP IN PLACE \ 0 ' _ 16+43.371. TYP o _-- (SEE NOTES THIS SHEET) X i - - - - - PROTECT �; EL. 1064.34 I 16+87.85-- '��,, �' - --- -_ _ - _ - j z �r i � � UJ EXISTING B.O. PILE CAP 0 17.61` _ I i o 24"0 RCP -Hw- LEGENDIN PLACE SEE NOTES o i THIS SHEET) k v, - r - - -- _ -- '- - � CONC ABUTMENT WALL ABOVE TYP I I r-f �` -' a� INDICA TES NEW STRUCTURE - - -- -- - - _ -- +I; I - o SEE ENLARGED .PLANS ON SHEET 9 - ADD 5-#9 T&B _ o w i ! -- - -- -_- - - - _ _ r - U I i ��„ MIN CLR ( SEE coi I =N' -�' I ( N 3:: INDICATES EXISTING STRUCTURE f - -- ��- - - -� r- EL. 1067.01 - EL. 1067.01 EL. 1067.01 �; - EL. 1067.01 T.O. PILE CAP =�' T.O. PILE CAP T.O. PILE CAP '- T.O. PILE CAP 1----- ------------------ ------------------ ---- �? Lill, IN (1055.49±) I 1 Go t I c� FL N _ I I 1 00 186+96.4± 186+96.9±L E00 I I i I I 1069.31 t TW 1069.24± TW I I I { { 1055.93±)INV1055.93± INV 1 1 i @ CHAN. WALL w @ CHAN. WALL I I I w z I I { Z I I I +I Z +I o +I w _ ; ; !_ _ Q I __ ; ; _ w 00 U 00 I I I co w O m a ii I I I cV o Y r_ N o I I I I I ' m 0 p N Q I I Z w -2 z� G : I I G TYP II I I 1 LL' LO 14- I I I m ii I I 1 U •- I I I ii 3 11 II 1 p I II ► � w II _ z 00 ; 1 0o W 186+82.5± 00 I4 , l I ' 0 1071 .71±)TW I Aq, 1 L Lli - I 0D 6+86.2± � 055.7 )INV ca 18 I I 8055.75±)INV 071.57E TW @ CHAN. WALL j I I _ 11 I I I I iv `~ u I I I @ CHAN. WALL (1055.28±) FL I I- - - - - - -- - - - - - - -- - --- - --- - -- - - -- -- -- - - - - - -1 { I I I I l, I I EL. 1067.01 1 {� \jEL.0 (155.72±)INV I3 (1055.67±)INV 1 I� ti� EL. 1067.01 T.O. PILE CAP 5 -0 2 - i -9 ;� 2 -91211-61' 5 -0 T.O. PILE CAP t 1067.01 -"� EL. 1067.01 I I I NEW CONCRETE PILE CAP TYP ABUTMENT 3 I 1 B.O. PILE CAP o T.O. PILE CAP 1 1 1 ABUTMENT 4 I i I o I I I I I I z I I 1 -H LO I 1 I I I I EXISTING FOOTING TYP I EXISTING CONCRETE CHANNEL I I I I EXISTING CHANNEL WALL TYP I I I I 1 .moi i� I I I 16+69.24 6TH ST.= w -H I I 1 186+61.84 SBCFCD m i 1 �i N o �i EXISTING 48" STORM DRAIN I I I (1055.11 t) FL I I I SIXTH STREET _ I I N89 36 42 W I I _ �� TO REMAIN & TO PROTECT Z F- w I I IEXISTING CHANNEL WALL EXISTING CHANNEL WALL I I I X� { { I INSIDE (TYP) INSIDE (TYP) + o j j 1 2'-0"0 "CIDH" CONC PIPES BELOW EL. 1067.01 I I I T.O. PILE CAP ! I / 5'-0" 2'-I " '-9" 1 1 2'- '-6" 5'-0" EL. 19 7.01 ,�/ 1oso.ol INv LEGEND EL. 1067.01 ► I I (1055.15±)INV (FL. 1055.20) I I T.O. RILE C P ( „ ) T.O. PILE CAP / 48 RCP I I i i i 4 // / INDICATES NEW STRUCTURE I / �. N. i I _ _ _ I i / INDICATES EXISTING STRUCTURE \ ` \ - - -- - - -- - - - - - -- - - -- - - - - - -- - - -- - - -- - - -- _T EL. 1067.01 186+42.3± _ i \ \ 04 1 1071 .721 11N I N ` INDICATES CAST-IN-DRILLED HOLE CONCRETE PILE 1 1 T.O. PILE CAP I 1 // / ` / EXISITNG 24'� N \ I I 1055.19± INV { 1 I n // / /. / \ \ I I 1 186+42.0± _ @ CHAN. WALL I � I / INDICATES FLOW LINE STORM DRAIN \\ I I 1 1071.641 11N = I I TO REMAIN & \ 1 1 11055.12± INV - 00 I I I / - \ 00 , / 00 To PROTECT ` �\ I I 1 @ CHAN. WALL co CONC ABUTMENT WALL ABOVE TYP ABUTMENT PLAN SEE ENLARGED PLANS ON SHEET 6 KI TYP w - , o SCALE 1/4 - 1 -oilNORTH F-- \ \\ _ _ // \ , , I v v I 1 ;/ 4 DRAIN PIPE w p Z \ \ \ I I I I I I I I 4 / // _ w o \:\ + 1 I I I N O CV o 1 1 I TO CHANNEL TYP '� z 186+28.3± o 0 a, o o a=o ` \ \ \ 1 I I 186+28.1± 1068.12E TW 1 I t / // Q N m N \ \ 11 I w1055.15± INV 1 I I / 11 1068.181 TW (1059.85) INV 3 \ \ I ' I 1 w cirr \ I < 1 1054.93± INV (1054.72±) v @ CHAN. WALL i I 1 ; ; / 48" RCP \ \\ I I 1 z No. DESCRIPTION OF REVISION DATE APPROVED I , @ CHAN. WALL FL �rn oo :� °° I LI_ 1 -� I u Li 00CITY OF RANCHO CUCAMONGA _I I o II (71 , (1056.70) INV =� W � I ` DEER CREEK BRIDGE (WIDEN) a, \: \\ I i I 48 RCP o ' r 1 I I i �✓ ' AT SIXTH STREET -t----------- ---------- ----------------- ----t- , I ABUTMENT PLAN =m (1059.81) INV VI (1057.03) INV 24 RCP \ `1 -=1 24 RCP APPROVED BY - . �r 1 1 ABUTMENT 2 DATE: i I / ^ Ess/ CITY ENGINEER R.C.E. NO. 23889 (105 .47) INV 48" RCP T � DESIGNED BY: XV WILLIAM SIMPSON REC MENDED 1 I i / 0 S 3812 OKB is ASSOCIATES, INC. ABUTMENT 1 I 1 EL. 106 7.01 I I 1 / Exp. 03 12005 DRAWN BY: OONSw7w STRUCTURALSHEET EL. 1067.01 I I I T.O. PILE CAP I I * s * C.N 1222 NEWPORT BOULEVARD (949) 678-6110 1 EL. 1067.01 I I A% - NEWPORT BEACH. CA 92663 FAX(949) 675-0246 9 OF 1d T.O. PILE CAP I I I 1 / EL. 1067.01 E-MAIL : WSASEIPAC6ELL NET T.O. PILE CAP 1 ( �. ALS CHECKED BY: MASOUD JAFARI R.S.F. NO. SX12 DRAWING N0. T.O. PILE CAP P.P. DATE 10/15/01 FLE Na i Bib L- HIS 6TH ST S/S 38.51 ' 38.51' 19.58 18.92 1 17.61' 20.89' NOTES 1 WIDEN STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE WIDEN STRUCTURE 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD 6.50' 6.50' DIMENSIONS BEFORE ORDERING ANY MATERIAL. 32.00' 32.00' 5.50' I EXIST.I CONCRETE BRIDGE EL. 1071.42 G I 16+87.51± (1071.72±) FS ��j l� EL. 1069.25 �,�p ,�g �(� (1071.72±)FS 2, ) EL. 1071.37 �p1 ,��,• h�, , (1072.01) FS B.0. SLAB 0�- % �p 1�• 1.53% 1.65% �p -- ------------- --------- ------- ----- - EL. 1069.20 EL. 1067.01 B.O. SLAB ---- 04 T.O. PILE CAP , 1i _ EL. 1067.01 i I / I I I I i I T (EL. 1069.55±) EL. 1069.551) T.O. PILE CAP VHTYP B.O. SLAB B.O. SLAB EL. 1064.34 EL. 1064.34 B.O. PILE CAP B.O. PILE CAP SECTION C C 16+87.51 SCALE 1/4" = V-0" 6TH ST S/S NIS 20.62 17.88 I 18.42 20.08 WIDEN STRUCTURE EXISTING STRUCTURE EXISTING STRUCTURE WIDEN STRUCTURE 31 6.50' 14.12' I 13.58' 6.50' 32.00' 32.00' 5.50' EXIST. CONCRE BRIDGE EL. 1071 .32 ' AlGc, (1071.64±) FS 16+51.031 gyp) 7� 1071.19 FS p1�'• �,� �,� I (1071.92±) FS (1071.57±) FS gyp) X96 e1y�20 EL. 1069.15 �� �p11��` 1- 579 --- ' _ 1.909��' �,�� �C 2p; 8 B.O. SLAB '� -------- ---------- ----------------------- S EL. 1069.02 EL. 1067.01 r---, r---, ----------------------i------------------------ r---, r---, B.O. SLAB T.O. PILE CAP ' ______ EL. 1067.01 --------moi it-- �i ir--------- ----------ti it--- -____-___ --- ii it------ ' " (EL. 1069.47±) (EL. 1069.40±) T.O. PILE CAP B.O. SLAB B.O. SLAB ---- ---- ---- ---- ---- ---- ---- ---- ---- NO. DESCRIPTION OF REVISION DATE CITY APPROVED EL. 1064.34 1064.34 CITY OF RANCHO CUCAMONGA B.O. PILE CAP B.O. PILE CAP DEER CREEK BRIDGE (WIDEN) AT SIXTH STREET SECTIONS APPROVED BY _ DATE: 'a- Ess/q ' CITY ENGINEER - R.C.E. NO. 23889 DESIGNED BY: WILLIAM SINIFSoN REC E S 3s12 oKe � & ASSOCIATES, INC. 03/31/2005 DRAWN BY: COMM MUCR R& MtTln SHEET S E C T 1 0 N D - D 16+51.03 P C.N. 2222 NEWORT BOULEVARD (949) 875-6110W? \ NEORT BEACH, CA 02663 FAX(949) 675-0248 V 0F IG SCALE 1/4 E-MAIL : WSASEOPACBELL.NET = 1 -0 cAL�F CHECKED BY: MASOUD JAFARI R.S.E. NO. S3812 DRAWING N0. P.B. DATE 10/15/01 FLE Na U O l- i #4 BAR CHAIRS @ 32" f TRANSVERSELY EXIST BRIDGE NEW BRIDGE 21/2" CLR (2" CLR + 1/2" '� AND 4'-1 " f LONGITUDINALLY FOR CORROSION PROTECTION) . . 4" GREASED END TYP #6 x 3'-0" DOWELS j 4„ @ 16" O.C. SEE ABUTMENT DETAIL -------------------- ----- -- G-G ON SHEET 12 FOR i ) _ — 11/2" CLR TYP REINFORCEMENT TYP 21/2 LONGITUDINAL S E C T I 0 N 4" #4 BAR -------------------- -------- SCALE 1/4" = 1 '-0" 9 I C 10" 0 C.DOWELS 5 2 BO-5 3'-9" CLOSURE POUR 44'-6" NEW BRIDGE WIDEN BAR CHAIR DETAIL S E C T 1 0 N E - E BOTTOM REINFORCING i TOP REINFORCING SCALE 1/4" = 1 '-0" SCALE 1/2" = 1 '-0" SYM ABT OF BRIDGE 15'-0" MIN TYP L? z w i D s m N i l TRANSVERSE I I @ 12" 0.C. TYP #11 x 26'-6" LONGITUDINAL ' 1/4 SPAN ' @ 10" O.C. STAGG TYP _.� h #10 BARS FROM VERTICAL z z n _. a. LEG 0 7" O.C. w w #11 x FULL LENGTH w /2 SPAN 0 0 _ o @ 10" O.C. STAG TYP p f 0 ul o 0 #5 @ 14" ,O.C. 3 _ u) 3/4 SPAN 0 06 o 2 2" M I LAP _ of - - m '' N m #5 0 16" O.C. m 3 3 _ _ _._ TRANSVERSE 3 z z E - _ _ p- z CAMBER DIAGRAM FOR CURB AND RAILING i SCALE N.T.S. SEE DETAIL H-H i D ' ADD 2-#11 @ 10" O.C. - O 0 Ll r~- _. �. - U w _ __ ._ _ — �I _ cn w 9�0" MAX L w �o o ,� _o m I I m #4 CLOSED TIES -e- (6 0 � c� @ 12 O.C. Z M Z e I E � � x x k CONCRETE BRIDGE W/ REINFORCING 3/4" DRIP GROOVE 3/4" CHAMFER w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2.. CLR 6" _ 0 O S E C T 1 N - Z' K #10 BARS FROM VERTICAL SCALE 1/2" = 1 '-0" E LEG @ 7" O.C. w w w #5 @ 14" ISO.C. _ _ w o N w W/ 32" MIN LAP w DECK SLAB PLACEMENT NOTES 0 Ln co CD T _ � 5 @� 16" O.C. 00 0 o0 0 � I # o - m N m #11 x FULL LENGTH TRANSVERSE N m 1. THE CONTRACTOR SHALL SUBMIT A DECK PLACEMENT 3 i @ 10" O.C. STAGG. rY _T 3:: TO THE ENGINEER FOR APPROVAL. w w - --� w 2. LONGITUDINAL CONSTRUCTION JOINTS IN THE BRIDGE SLAB, z z _ z IF USED, SHALL BE LOCATED AT THE EDGE OF THE #11 x X26'-6" LONGITUDINAL _ TRAFFIC LANES OR AT THE ROAD CROWN AS APPROVED BY N0. CITY @ 10 O.C. STAGG. TYP THE ENGINEER. DESCRIPTION OF REVISION DATE APPROVED 3. LONGITUDINAL BRIDGE SLAB CLOSING SECTION, IF USED, CITY OF RANCHO CUCAMONGA I #6 TRANSVERSE @ 12" 0. TYP F I SHALL NOT BE PLACED UNTIL THREE DAYS HAVE ELAPSED I I AFTER PLACEMENT OF ADJACENT SECTIONS. 4. REINFORCING STEEL SHALL BE CONTINUOUS THROUGH ALL DEER CREEK BRIDGE (WIDEN) rl 11 CONSTRUCTION JOINTS. 5. NO TRANSVERSE JOINTS SHALL BE PERMITTED IN THE AT SIXTH STREET I I 13'-3" BRIDGE SLAB. 6. CONCRETE FOR BRIDGE SLAB SHALL NOT BE PLACED UNTIL SLAB REINFORCING and SECTIONS ' SYMMETRICAL ABOUT CHANNEL WALL BELOW TYP THE ABUTMENTS HAVE ACHIEVED DESIGN COMPRESSIVE STRENGTH. APPROVED BY DATE: O �ESS/Q1, CITY ENGINEER ' R.C.E. NO. 23889 F TYPp �q� DESIGNED BY: WILLIAM SIMPSON RECOMID OKB � i ASSOCIATES, INC. EXP.S 3812 5 DRAWN BY: COMM STRUCIl1M DOMCM SHEET L7 I S LAB R E I N F O R I N G 2222 NEWPORT BOULEVARD (9 9) 675-6110 . 1/ �� — �— �� � `rlR "•• C.N. NEWPORT BEACH, CA 82663 vAx(949> 675--oz46 11 OF I fp E-MAIL : WSASEOPACBELL.NET SCALE 4 — 11-011 NORTH '9 � � CHECKED BY: MASOUD JAFARI R.S.E. NO. S3512 DRAWING NO.Q P.P. DATE 10/15/01 FlLE NO. l $ 8 I I FACE OF EXISTING 4'-0" OF ABUTMENT TRANSITION WALL 21 �� RAILING CONN 6 1 EXPANSION JOINT SEE R-R ON SHEET 13 # 5 0 TOP TRANSV 5 x 5'-0" LG. 1-#7 CONT PAVEMENT BY OTHERS STUB WALL SEE DETAIL K-K 1 " CHAMFER 1 1-011 5'-6" # 6 TRANSV 12" O.C. ADD #5 CONT ( ) #5 CONT (TOTAL 4) • / i� #4D@ 18 N � \\ � 4 H � 18-' / � �. / /��, X 4 MAX -- # ie) c� w I #4 TI ES @ 6 0.C. (—� \\,� Q #4 @ 6 _I 17,_6.. 6 C-4 Q • • • #10 VERT @ 7" O.C. 15'-0" a0 #4 CONT (TOTAL 5) MIN Z L1 � PERMISSIBLE U SEE REMOVE PORTION ,� /\ • • #7 EA FACE @ EA TIE /\ BACKFILL MUST BE I 1" CLR CONST JOINT _ NOTE 2 OF CHANNEL ' °. %\\ _ CONTINUOUS REAR SHEAR KEY //�� RECOMPACTED TO 90% 04 — I, I I CONC 1--L i\ • • Bo 1 /� PER ASTM D1557 w TYP _ DECK 3 MIN GAP - FILL I I �`/i�\ 1/2" 1-s 2-#4 CONT //� I ` DECK 00 WITH EXPANDED �i, • • 4"0 PERFORATED PIPE W/ \\\/ > 0 0 (70(1 POLYSTYRENE SHEAR KEY I BEYONDI. 1 .-0 1 CU. FT. GRAVEL/LINEAL FT. lu-) _SEE DETAIL IN-N ON SHE2 GROUT I { - -- - - - - - - - #4 x 1 ,_0�� @ 18 #5 I� � #4 @ 18 • • XF-'l _ @ 18 2" CLR I TYP • ~' 1/2" POLYSTYRENE 3 0 0: I I 13-2 _I ..� 2'-0" SEE CURB DETAIL 1 EXPANDED POLYSTYRENE ITYP —� • • �+ v EL. 1067.01 #5 (— @ 18 TYPE H - _ — — 11 5 4-#7 1@ BOTTOM - - \/ 4CONT0 181�7f 2" CLR ITYP PINS @ 6" O.C. TOTAL 3 MIN) REMOVE SOIL AND FOR ADDITION L I \ 12 BACKFILL MUST BE REBARS ( 0 ) @ T & Br / I ( I ( I ( I I I I I 2- #9 CONT 0 EA FACE 00 S E C T 1 0 N H H (TYPE 26 MODIFIED) 7— RECOMPACTED TO 90� SEE PLAN ON SHEET 8 1 .-. / • • N SCALE 1 " = V-0" PER ASTM D1557 I I #4 TIES @ 10 O.C. I I • o o • 0 0 00 0 0 0 0 44 #7 @ 112" O.C. EL. 1064.34 #9 @ 112" O.C. \//\//\// _ _ _ _ - - 9-#9 TOP & BOTTOM 2'-0" 3" MIN CLR TO TOP OF -H STORM DRAIN SEE NOTE 5. 14 EXISTING I i \\� & FIELD VERIFY `I o TRANSITION WALL � � / �� �� �� �� � • I I 1'-10"t I / 18 Np I FOR ADDITIONAL REBARS MIN / / SEE PLAN ON SHEET 8 I I I / � I \ 1 2" EXPANDED POLYSTYRENE i J � � , 3" EXPANSION = • • ' FOR /2 OF THE P11RIMETER < < U • 3 CLR ON THE CHANNEL ISIDE VARIES POLYSTYRENE F- S E �HEET 7 # 5 TIES • • I 1 % N _ SPIRAL (Fy = 40 PSI �\ �\ @ o PITCH PER SECTION G-G 12-#11 @ EQ SPACES I I A w _ I � � � i= N I v ' \� I Q SECTION J EXISTING WEEPHOLES AND BE PROTECTED BACKFILL TO REMAIN AND + I -- -�- a- SCALE : 1/2" = V-0" STORM DRAIN WHERE OCCURS ,s 211011 2]1ro SEE PLAN SHEET 8 PILE DATA - CIDH CONCRETE PILES L -- - - - -1.a . + I - + 3" CLR - — — — — — — I C PILE CAPACITY I : I LOCATION DIAMETER DESIGN LOADING (Ultimate Load) VERT LAT TIP ELEVATION 1 TOP OF EXISTING CHANNEL FTG _ - - - -- - - - - - -- -- -- - --� - -1 I s TYP ABUTMENT 2 24 150 Kip250 Kips 29 Kips 1020.17 w0 227 Kips MAX I I � J I J TYP U ABUTMENT 150 Kips TYP Z 1, 3 & 4 24 250 Kips 29 Kips 1020.17 ' o 0 163 Kips MAX I I OF PILING TYP U Z . y — I wo CIDH = CAST-IN-DRILLED HOLE m p J r`fi - o- w NOTES: 1,_0„ _ //�� w C m _ CL w0 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING MIN _ _ _ _ l _ v = FIELD DIMENSIONS BEFORE ORDERING OR o � FABRICATING ANY MATERIALS. CITY — NO. DESCRIPTION OF REVISION DATE J w 2. ALL CONDUITS OPENING ARE TO BE SEALED APPROVED o AT ENDS IF NOT USED. DUCT FORMS ARE TO BE TIED DOWN. CITY OF RANCHO CUCAMONGA � V) 3. CLEARANCE TO REINFORCING STEEL IN CURB AND RAILING TO BE 1 " EXCEPT AS NOTED. LONGITUDINAL DEER CREEK BRIDGE (WIDEN) Q REINFORCEMENT TO STOP AT ALL EXPANSION JOINTS. AT SIXTH STREET 4. FOR RAILING, SEE SHEET 14. 5. PROVIDE 3" POLYSTYRENE ON TOP OF STORM DRAIN SECTIONS AT BOTTOM OF PILING CAP S ECTION G � G _ — — ' APPROVED BY DATE: � _ _ ESS/ CITY ENGINEERJ R.C.E. NO. 23889 SCALE 1 — 1 '-0" _ _ _ _ _ DESIGNED BY: XV ATILLIAM SIMPS@'.V RECOMM ED OKB i ASSOCIATES, INC. 0 3a12 EL. 1020.17 MAX (0 s 31/2005 DRAWN BY. COMM MUCUM BiGPIEM SHUT LP. 2222 NEW?ORT BOULEVARD (949) 575-6110 Cj NEWPORT BEACH. CA 92663 FAX(949) 675-0248 12 OF Z 9� E-MAIL : WSASEOPAOBELLNET CHECKED BY: DRAWING N0. c F P.P. MASOUD JAFARI R.s.E. Na 53812 p DATE 12L1 9ZO1 FlLE Na U 6'-3" 5'-0" 1'-8" BRG ABUT BRG ABUT L o STUB WALL STUB WALL i W V) I ABUT REINF M , .. ^ Q ZE M #40 8D.C. a W W > i - I U i Q xQ Z N #4 0 12" 0.C. > — 2" EXPANDED I N �- ,� a z POLYSTYRENE I #7 0 8 O.C. °' TYP LR I I _ # TOP OF REAR I I o -1 - - - - - - - - - - - - - 5 � 12" O.C. � 7 I SHEAR KEY � —� # M M I I BRG ABUT II I EACH FACE I I 2 CLR TYP II ISO � TOP OF PILE CAP I o pkN # 5 12" O.C. #7 0 8" 0.C. #4 TIES TYP I #5 0 12" O.C. I 5._0•, EA FACE � I PILING TYP 2'-6" I ( SECTION L - L SECTION M - M SCALE 1 " = 1 '-0" SCALE 1 " = 1 '-0" STUB WALL DETAIL K - K SCALE 1 " = 1 '-0" EXPANDED POLYSTYRENE #7 x 8'-0" SHEAR KEY SAME THICKNESS o-t3 TOTAL 4 AS BEARING PAD 13-1 SHEAR KEY t SEE "DETAIL 1" I o /2 EXPANDED END DIAPHRAGM—\ REAR SHEAR KEY I POLYSTYRENE cc I _ TOP OF BACK I iv N SHEAR KEY (BEYOND) 1/2" EXPANDED --- --------- -- \ -------- -- `���,, JOINT FILLER P o ! 1 # 6 P 1/2" EXPANDED ga13 ! TOTAL 4 1/2" EXPANDED 1/2" EXPANDED '? POLYSTYRENE t3-2 EACH CORNER POLYSTYRENE I POLYSTYRENE #7 - TOTAL 4 _ I - - - -- -- -- DETAIL 1 EACH FACE I 4 BRG ABUT SCALE 1 " = 1 ,-0 o ADDITIONAL 4- x 10'-0" #5 o N 2'-6" TOP & BOTTOM N NO. DESCRIPTION OF REVISION DATE CITY APPROVED #7 @ 12" O.C. 1 '-3" 1 '-3" CITY OF RANCHO CUCAMONGA " 1'-0" TOTAL 5 7 TOTAL 6 TOP & BOTTOM Z -8 # #5 U BARS (4 TOTAL) DEER CREEK BRIDGE (WIDEN) #4 TIES 0 12" O.C. AT SIXTH STREET INTERNAL SHEAR KEY DETAIL N - N SECTION P - P SECTIONS SCALE 1 " = 1 '-0" SCALE 1 " = 1 '-0" [APPROVED BY DATE: NOTES Ess/ CITY ENGINEER R.C.E. NO. 23889 �D J,q,�� DESIGNED BY: IV WILLIAM SIMPSON RECOMMEND 1 . REINFORCEMENT SHOWN IS IN ADDT10N TO ABUTMENT DIAPHRAGM 0 S 3Q12 - oKg & ASSOCIATES, INC. AND PILE CAP REINFORCEMENT. Imo. 03'3 2005 , DRAWN BY: COMM MUC1URAl MoplEm SHEET 2222 NEWPORT BOULEVARD (949) 675-5110 2. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATION ANY MATERIALS. �'P• ►�vrPORT BEACH. CA 92N3 FAX(949) 575--0248 1s of I(a E-MAIL: WSASEOPACBELL.NE? Qr `F CHECKED BY: DRAWING N0. MASOUD JAFARI R.S.E. N0. 53812 P.P. DATE 10,[15/01 FILE NO. i EXISTING CHANNEL WALL BELOW EXISTING CHAIN LINK FENCE � POST TYP 5 EQUAL SPACES SYM. ABOUT NEW 21/2"0 END POST TYP I EXIST PAVEMENT NEW BRIDGE 116/ EXTEND EXISTING CHAIN LINK FENCE I 1 " POLYSTYRENE FOR SEE SLAB REINFORCING p , 11 - - - - - - - - - -- - - - -I - - - - -- - - - - - - I - - -- - - - - - - - - - - - - - - - - - -- -- - - - - - - - - - - - _ - - - - -- - I -- - - L' n I TUBE STEEL TYP �I I -r -"' 5-2 R R �_� BO-5 PARAPET WALL BELOW 38_911 CLOSURE POUR PLAN VIEW QwQ. SCALE 1 " = 1 '-0" SECTION S S SCALE 1/4" = 1 '-0" CONVERSION TABLES CONCRETE STRQTN RERFORCFNT Concrete fo Soft Use Metric reinforcement will be used in place of Imperial. 0 0 0 0 o Metric Reinforcement Bars : Use ASTM A615M Grade 420 or ASTM A706M Grade 420 0 3,600 psi 24.82 MPa 25 MPa 4,000 psi 27.58 MPa 28 MPa Bar Sizes - Inch-Pound and Soft MetriCA 5,000 psi 34.47 MPa 35 MPa Bar Dealitnstlon NO Nominal Diameter Nominal Area 0 6,000 psi 41.37 MPa 42 MPa * IlnQerlal Metric In. Mm ht.' mm' * Specify concrete strengths in 7 MPa increments above 28 MPa. 3 10 0.375 9.5 0.11 71 Note: The standard design strength has been changed from 3,250 psi to 4 13 0.500 12.7 0.20 129 28 MPa (4,000 psi). 5 16 0.625 15.9 0.31 199 0 6 19 0.750 19.1 0.44 284 o COMMON CONVERSION FACTORS TO METRIC UNITS 7 22 0.875 22.2 0.60 387 io 8 25 1.000 25.4 0.79 510 Clare Multiply By I TO ©et � g 29 1.128 28.7 1.00 645 Q 0 Area acre 4047.0 m acre 0.4047 ha(10,000m2) 10 32 1.270 32.3 1.27 819 ft2 0.0929 m2 11 36 1.410 35.8 1.56 1006 yd 2 0.8361 m2 14 43 1.693 43.0 2.25 1452 m i 2 2.590 km2 0 18 1 57 2.257 57.3 14.00 1 2581 Length ft 0.3048* m In 25.4* mm A Bar designation numbers approximate the number of millimeters of the nominal diameter of the bar. mi 1.6093 km Note: Do not use "M" In calling out reinforcement on the plans (e x ample: #36 0 250.) yd 0.9144* m Do not use "mm" for spacing unless in a note. 0 Volume ft3 0.0283 m3 Specify bar lengths to the nearest 10 mm for embedment and hook dimensions, and 50 mm for lengths. gal 3.785 L Spacing of reinforcement should be shown to the nearest 25 mm. f! oz 29.574 mIL ** L_J ' ` / yd 0.7646 m3 Standard Metric Hook details are available on Page 13 of Caltrans Standards Book END OF PARAPET - acre ft 1233.49 m3 Mass oz 28.35 9 10" L Ib 0.4536 kg kp (1,000 ib) 0.4536 tonne (1000 kg) short ton (2,000 Ib) 907.2 kg short ton 0.9072 tonne (1000 kg) Force Ib 4.448 22 N NO, DESCRIPTION OF REVISION DATE CITY APPROVED POST ANCHORAGE DETAIL 11-52 kip 4.448 22 kN PER CALTRANS STANDARD PLAN _ CITY OF RANCHO CUCAMONGA Density Ib/yd 3 0.5933 kg/m3 Ib/ft3 16.0185 kg/m3 Pressure psi 6894.7 Pa DEER CREEK BRIDGE (WIDEN) ksl 6.8974 MPa(N/mm2) AT SIXTH STREET ib/ft2 47.88 Pa Velocity ft/s 0.3048 * m/s DETAILS R AILING DETAIL R R mi/h 0.4470 m/s SCALE 1 ' = V-0" ml/h 1.6093 km/h APPROVED BY - DATE- Light footcandle 10.764 lU X (I XESS/ CITY ENGINEER R.C.E. NO. 23889 ) (lumen/ft2) (lumen/m2) DESIGNED BY: III WILLIAM SIMPSON R A ASSOCIATES, INC. P7P�_ Temperature 'F (t'c=t'f-32)/1.8 -C EXP, 1/2OKB OD5 DRAWN BY. COM7NG STRUCTURAL QHS SHEET 2222 NEWORT BOULEVARD (949) 878-6110 * EXACT LP. WWMT BEACH, CA 92663 FW"9) 675-0248 14 OF 1jp *+ Both the upper-case "L" and lower-case "1" may be used for liter. However, 9cn'or �F - CHECKED BY: E-MNL : wsASEePACBELL NET DRAWING NO. "L" is preferred so as not to be confused with the numeral "1" P P. MASOUD JAFARI R.S.E. NO. 53812 DATE 12/19/01 FILE NO. V I TU�'��y UJ No.e41 m Sta. 16+86.04 I' cc * Exp.12131104 i Ir CNA C, rFOF CA �F KEITH D. TUCKER 1 B-1 NORCAL ENGiNEETtM §ta116+85°-' N • 6TH STREET 1"=20, Sta. 16+51.31 [3-2Sta. 16+ ir- I. alit Sta.1.6+52.34 s Log of Boring B-1 Log of Boring B-2 s s e :dd:d g Project: RCIIOntarlo Project: RCl/Ontarlo Mnn?1Z2�� Date of Drilling: 6/6/01 Groundwater Depth:None Encountered Pate of Drilling:616/01 Groundwater Depth: None Encountered v Drilling Method:Bucket Auger \ Drilling Method: Bucket Auger Hammer Weight:2,150 lbs.0.24', 1,350 lbs.25-44 Drop:18" Rammer Welght:2.150 lbs.0.24',1,350 lbs.25.4 Drop:18" II - Depth amQ as ora ory Depth samples Laborsto (feet) Geotechnical Description o gY x 0 et) Geotechnical Description 9Y • o _ 0 Surface Elevation:, � Surface Elevation. ... - 1072 FILL SOILS FILL SOILS 1068 Slightly silty SAND with gravel, rock and oocastonal asphaltic concrete _ I Slightly silty SAND with gravel, rock _ pieces _ I Tan,medium dense,damp - Light brown,medium dense,dam _ I Occasional rock structures noted - NATURAL SOILS 1 NATURAL SOILS OL 1067 S Slightly silty SAND with gravel,occasional rock _ I5 Slightly silty SAND with gravel,rock rn Brown,medium dense,damp ' 212 6.2 107.5 Brown, medium dense,damp _ 1063 Decrease in gravel and rock C 8' - Decrease In rock,gravel with depth Silty SAND with occasional gravel _ Brown,medium dense,damp Silty SAND ' 1/1 8.7 108.9 N '0 1062 10 Reddish brown,medium dense,damp to moist - 1 0 _ 1058 Slightly silty SAND with occasional gravel , 211 4.8 122.5 g 2 Brown,medium dense,damp - a. Fine to coarse grained SAND with gravel _ _ fV N Brown,medium dense,damp - , 1/2 101 1181 IX - Brown,medium dense,damp 5 9 $ � $ 8 � � � 1057 15 _ , � 72 'S - r•. 313 3.3 125.7 1053 _. .� Fine to coarse grained SAND with gravel,rock v~- ... Grey-brown,dense,damp ■ ® 0 B 0 m w e5 B 0 Increase In rock content(d� 19' _ Slightly silty SAND with occasional ravel z 9 Y tY 9 2i1 6.4 112.2 Heavy gravel,rock concentration from 21 to 22.5' Brown,medium dense,moist to damp , 0 1052 20 , 8115 3.0 20 Increase in gravel content 20' _ 1048 > - J _ W LAJ ' tg ot Q �4 � d , Silty Sands gig ' � Silty SAND with occasional gravel _ 211 11.8 111.7 W � Reddish brown,medium dense,moist 5 �z � 4 �``- 1047 25 25Silghtiy clayey content @ 26' 1043 4 4!5 15.0 109.9 _ 14.5 Slightly silty SAND with gravel,rock Reddish brown,dense, molst - ' 314 8.4 118.6 Q Silty SAND with occasional gravel W 0 - -- - 1042 30 , 30 Brown,dense,moist q 516 10.9 104.4 1038 _ O 414 4. W � 1 2 112.1 - • Sandy SILT , Z0 if �� � s 35 --- - 1033 J171037 35 3 LOO4fti.ti, /4 .7 109:6Reddish brown,stlif,moist Silty SAND Brown,dense,moist Silty SAND - Brown dense,da to moist N m w damp , 513 10.2 111.3 B >_ o EC E -� y rn w N z° Decrease in silt content with depth R� O 0 Z � `0 1032 40 - 1 u U N ° o �' rn 1>0 = Bonn completed at depth of 40' 7/16 9.1 112.5 Slightly silty SAND with gravel 028 VE D v > > 9 P P , VO tc o a - - -- - Grey-brown,dense,damp SEP 13 1001 t? 4 4- - ° 2 8 a a o - , WILLIAM SIMPSON & � c J $ E Boring completed at depth of 43' � 517 6.2 105.8 ASSOCIATES INC. 1027 O c 1023 o _' o 45 -- - - - � Q � a > Q+ o >o O fn O V v � V Cp E 20 ° x o a 0 M r- 6TH STHHEET it�IDW WIDENtt�!(3 Project No.: 9401-01 I o - - - --- - -- 8 LOG OF TEST BORINGSCITY OF RANCHO «,OA 5� �Y 5 J to Project Name: 6THS1 CREEK CHANNEL No r C a l U c o ; t t n PFiEPAR® FOR THE STATE OF CAL�ORMA, -- _- o a o o � CL N M OFf'T. of TRANSPORTATION 0OLKrY °F `" BER"^R°'"a cALFoFHA Date: JUNE 19, 2001By.• MAt3 Engineering 4 • 1 __ _ _ _ - ; . ----I i I - - - - T- _ _ - I - .__ - - - -- - - - - -- - - -_ . - . _ - - --- --- - - -- _ - -- - - _- ___- - ---- _- - -- A p i E)(IS1;NG_TDPpGRAPHIC LINES AND-_SYMBOLS NEV CONSTRUC?IDN AND CADASTRAL-SYMBOLS i dQ ES acAvAT1a SAW 1 I S.TAAvrer wwktW rive e K•xtsMM As b ager CTl Oawn v'MM waw tr aalwnraN rtwl pips M .l.w,rrrl �;1 r..I,eyueefa•t,IgA.ro1M b"M H.Aaater.ris"I l be rlawd In w 1•M,wyww aNrtra plarwft,r'MOvtlf Ulw..west .r6. vr•e• ret I. per wP----��-�1 eaaw Or,b the lwwqq�tvdlAl nr In A. 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R, P1 P.Puts!1' l Iro tfD" t1•ap.,m hall•ar.ars rwvW sY .I"wall rae.tA,,.,pert. fr.lfla Ce.er _NC •I,•,Afire rIr rlvaA o"1 saltl•total ifan aha„n (r, IKI slaw t,K ave CSA,IM GN.M . f frim Sura Ty N rlIt A.W altfnNSiw elw w,df•ralw ` r`I r1 M Its rtwf nlla °UM el.n,ewrel ,al plat wro+ X � J wa.11" D,Actlow N tAwa� i.!.,- ��taJ tow ebvcv,al st"t pteb per ___ �� *earn"esf01 M eNo .warp•«e,rw.w Drys seri!tl►Ie waaw err.. > }intrte Ix per I"test!, flprA rir yew,at wa"1 Ola«r,r aha,x'm &'0°°n'• _---- - L.tw 1 ape DIN a." a Pett. rata p•".rMAr - /a al IA( L'MM uta � � � � � a /Y•aWd(x111 Mb"/,t`ert`•�fH 11et• I�•.••� • � � I �ATR alv,iru,w,rdl rte pipe say rl wwr J1 Jlwatlo seretfw ►eC PIM n/wr17ARa1 eAlrra tsar Afl eP,AI „a rip• I soc Peet sectran - :: a•l.ew n walk, - • •'° .L 4 !� ' w� -IL9oo fa Lfee w � M�REYIATIIMAtsy ur..ely h Je1M Pm NIM o s.nD.M " .a•ee a - f �.wtlwdlAl �[.• (a�.. • • .Q -..••s fee w o-lelA, er.,wa ATN awrrw l<Mad patnwale base E pwc MIM M rwr l aMwre aTA )�. nada„ �- -� - A•a,l I Post Done be b"ln wa.tion.IwIM , �t1 SECTId'1 D-L TI(If) D-D n rlwwe rinl,Ad wrr.s ATS" arDha It 1•eet"trowel.Aar-lata•' tea K N rv•'PI•I•, piffle r,r ns ."1st•N ..town,krr ,- - • Istlne7 r Plass,bras,"PlN Aw a- Saw e.eelran r ki t.iwfw Irrarf pop per-fnacw pt-,.c pipe fed all. d �r :«I .I «, D ant N wide.r e w4%_m Ph pww_w r,w '.II as, etrpc<ire :"-" Iraer Aelailar sI tbb - rM` rB Ir aria h.r;_.%l eu•v. L vQ .I,r --- Leet•Ilraal e•aw Mrlw.M healon."N a,ldah wee1r0a .rot;, L Iatrol• I.b, reC rine N-reyrr an,• W" odes l.lo `VDj + spewa[«I,EI11•T r,s l•n.,•pew.D•.r ler �p IK INrIls,al exe'w O ay rain tiD I..w Ilan-b aur •w r"••'•^t ra,niarcl"fwertc fY .INwlk r ter•,a wall _ - _-_r � / ,Pse n'•'t�•'wra rft Ft MI^ pm pelnt K rar.r•w gonial cw,%_ sv.•r C-ty `f• A " YLtNetw WrwtltwacR ncure,•yr., OC arts.III—el-M.11, 1 ►aver -_- �__-_ Om1•Its wvt G+etal T.•D.s ;f�300 LI0Lea Iw.t len IaDr CI� enfAM,rd ttAA] a rtlrlAl JoIM tL 1Wd•ay,1tMM.wM le nes 41MwMnexwywtlMmntAA0 la ( I.ro °'pe R rA (� OMtn- ewtw ==a s .MNK r111M t:p �a� De fP clvlty. FwrrItIor, .Aft r n plass 1900 fM•� A�. Iwo lewln 00 wAa.wain euf it •Y••R Pvt p.lyv.t't Colo-Id1 T _ fvn ftl.ltlr7 L(M Ow..IY,I~ IM.N Neu•n aDD M Able,*1, MMv rlw-I-a+ln *.- I.weer y\ >oD 0 !.t CM eI tIPhlr,ds apbd Ov dope a,.In.to" Pert ee./•Ntr: T rwl-arywt (:7 � �- -- d a 3100 M e... fN eeer vj ---tsar 1w---^.�-•- -•1 PLL y$ -{ -{ «es"r.w.19 deNt. SECTIat D-D Dt sert,cyP'e a.eiflll L. taro t1a1R PRErtx antras, Set Net! f..orf.t iL back, [le, .I 011 W - ,N,n Teen LA 1 „ Alalylan_SKs.en longs p hrvw,•se Pi-j-riYeaol,N L NG_JD;NAL IN�iLL Roadway l7 y no t. M Aa rotM"f c.r,cr.t.aex Tt tar N c,/iI 1 a"�M' id ape tree It. r..., t --- a --- .-__ -�_.�__� f Yw..n.d r1i JeI - 1 n•A 0•I„t, f..Ir -� W ��p T:UN_JJD I NT O SECTId'1 C-C SECTIdI E-E ®Roadway r"Ansl,I - aha pearl ll 0 arraneNwl t N l°•t R rN„a lav to",e°Nn.arrtr k kI Ir id 1�6 �� -lOF I'" e R Pena f C to- Il.. rut evert eta dew• n M raven work Q .+N."-Its•, New IlYlflwal s arida• tiv eye of snwlN waw Its w•t.l www NCP "IMen.d c. -te PIP. Two c m to ai « «: x eLM AInIr<N cancryb►Ir oral Twlp tvgrr „N °Ifo/lav LIro rill, WMI .�St YA O(etaYAT[bl lAM7LL a, e,'".d,tidl dery lYC w•l/rtldl M,a Iw nAl a,aw awln •~ (Res 6 brlrtl t.11.Igt. eve Awa•{ 1 R 6 1 rwwr.w aleft,. 1% bop N prep __ � Z fd nerd e"' p wm.•Il 11� Mt.l sa•w 0-0"III'* /~1,~d11II�Tpll •IM $*%ill "(10 to wl V�_� ri,.-w a D f M Z' I "La"w", Cwt e«e-v- aha ll.aln •d PVN I• *.IMA^•Pel. D s Ila,sly PaI. s,M D T,e Dirt Tlf Ian17 C artet a,rei" aN w•ta.l• wa1N ro.Mrtad r Nl na eery TPe wef•d pa•wNe a... flaw t bre King sir w awr.lw LAIn O ��Vl/'� ��::/'� 3 s VV''CAA .a►le anosr•wM1y app ex'st'N ave• I,ar1r owl root- ION a'wtw p•,-wNel♦.wr,.wl • wall few rl ,t«drrol saint rDCN .ar.•„e•«e.l••,In„r r,a. ost Je•xpn.rlr a+M awn w.nlnew arwerf Aft r.wln.m Tow traro;tl>, ttlaaP• p'i«Ilae«, l►NIIERGRDl1ND UTILITIES Ae Vwrl p,w,ra,n °i°N't'♦ {M a-- 70 rsN 0�sw torr. IP N n (y CIM 0r'rxpee"a1,Il,ndr elss aver 1 a1K I Zg"' antsy Iron w°6191 A' r.ed••w.r:N Ti y-.s11e..r,•I r s Sal•,.owl -� A • wdtarr/eerlr OCAS aw'Apt n.rvs tl F alae velWll•nftnfr Aleraxa point T cal C-shell, wit, waM1enN Iles Jel - •'�°^ r 6 C New.w a.•, Yo type METRIC UNITS (SI5 Vial Cows'"' ~-- - - tis`• ria0{ abler b cwrte, Net "od111H Pwedgy y nI lroed Tyr See typ+rAl waRln r90° sl.wInttawt6.HhaAvw•w E �,' ICCper, PaA,hNtla, Att ralwww wtyaer trleloL lNtt Plw Jo,M. Le foo-Il- Loo° fes. l-foo W{-foo -foe C O °l"o"ng pent faelro eube„m yaffre an "01e"'"t Ar wawa step.r,•pbeeln U - [pew•/INrI a--o---9 a.. rip. Imes sari rt•nvew • CJI per N exw N an a 30 SECTI'I'�G SECTION K-K sect ' �( ELEVATION II ClOx pMs.n-e•,1IN-rwle OOtT fac,np rorvnf,ne l"Pic RP abl plfa At right OC kinow,rddnne a era. An 1.1 Prete CaMrr PLAN N im PLAN I was r w cIr okay Iran p,r wA Aal rte«a,w••f Mll lila [•a,•N amaltn ufv war I free.ex.o.r r,r P1e'n0'0 d'rs- Nae raw w uwerr'aln t fKw aril ssww PIP°out'"(•vats awn T eeo. TRANSVERSE CONTACT r-n r w.I,,.,,f,.t.ry �-..••�.-•�-'-•-- n flay, S--_¢_--tF'--i a...r LANE/SHOULDER ADD.IION DR RECONSTRUCTION NEW CONSTRUCTI N per NtT hci"Nsetw.e,a traffic RY M.InI"vel t lv Ir,de•'ovsa A .rote 700 M In dlaaet.,) JoIM, Sae Ir'te 7 - r n t ant•,llro rl Atwial Rn right N way t a,0^•w C.ilw II •' t Js.na.ai till Anry a Ale Ilea e.'rt. fc .,aal. r Jfl"a, 9" (CONSTRUCT ION) J(_ DETAIL PIs ft-N w Nctle., a erin l.M rr I.ti-f.r lc V w h•,1t E--a--6i 11 [lectr'rc xisLand, up..pexy eo ave 1'.alar /,_ `K/ 'l:J CI ewe r a a T•ero w a N S Y dMlan.Dead "tve Crewed a%I stlro eenv'et.r � °19,s.A+ed aA Wnr ape if ATC pr IYIL IrOMu \lYY Clr elver, cleers,c. °pea N narege,.e ° 1°atp1 �fl' °ir' 6 M R eawas See JoIM wbl la Std hon MOC eEPAR`xEx�tr tllMll^OrrA�lal J I-S .IL -4L she feM��- -�4-sit 3100 7031 rs flnla"d go iRE sbVCWa.ave.e,.pArrf..M war vrl.ai h eaSdt //• of w CONTROL POINTS a + i I F hilr°°° °w°•kw' y,• fee P. asp 1'• rf 7«I•e«7 Y• 1""°rAe'°°"' PORTLAND CEMENT CONCRETE sECTtaI M-N �CTION L-L cc cou,ty M fl,e nyr-.nt M° "war S%W alva°• Yc Ionise(aCvt L I Iter r✓/�/ T T IF T MUywe sta Pan A70C' a �1 al.wlnun Dib afss vert vIdN Cll 1 V..�' e , .A,.• STATE or G1L rivwlSA afK ronlMl Isop C�erlcfb n ria tiro p lwlMl Ol aiwm Y Pipe kKtaA 1>I.,,b Ircw1 Y•r•tlpl --- PAVEMENT (DOWELED r,Rr frontad tae Pct J ' ICE `,J Ptt l.1 V,, aEPNrtTIE"'aTaWaseWTATrdOam psxk.It PRD feet," A Mrs salt tan Yl. r,•rct OS-----i5-----05---� fw11A .. • ,` .a...Is,sawCon amrctor ray, foat,tyO t Atlan IIA STATE Ir cALfroolA r-= N IIIIiw~ STATE a OALIMNIA � - - i f_ TRANSVERSE JOINTS) PLAN `�,t .Mrt•,ret(,A,V j � " larlaw'"t o-4-1 IN,M '1 �I 3-Alt-*.v � LIMI0•l, al..watw taw loebaCer.vyb.O.P Orr r W IEPARTIpIi 6 TRAAISrwTAtlal v - --4•--O al RPIYlt1EKl Or TIIANSP�ITAT(l7N °aa �� mikedu3 Dow Iso Tit br oralI, zest 7X1 �I NO SCALE rP EXCAVATION AND BACKFILL Card esra.At, G r aweroM.p �ve"d carbo-.s•.lace rwfa.etlew slwr w.l, Ne«a A7sC c, Hvw 6. ..a,n n waerrm ABBREVIATIONS TT SYMBOLS Std Ptan a+ 0sD1AsoM ass s 131 A poetry G.M..tl«a UMlyw.'Irlyr,01lP eenPreN reel,lass vette,ion rir �lav M xyiM ld 111"pi a 'V<N'aI11 ra,n YN was Al. rO SCALE 1 I 1 I <L,w Ae.Ir.etlw ..r, - V -- ♦ + twywd O wrtldl Cerlel r.+M _ SECTI[IN A-A DONEL DETAIL SECTttSJB-8. TIE 8AR DETAIL SECTION C-C TiE BAR DETAIL 's"w'Im°"nom tordl"71°now °*rete°c•"-it. Iw n=^w BRIDGE ceP aNYtrdfall r,r r fAd,"rl.n. frlat •re„aperepwafadre•.a. •d„aro"' w air'ween AlOA >"°"�' - rwl.rnes AlOB 7RA�SLANEEJDInKENED ((DNS RUCnIDN)uJ-A� LONGITUDiNA_ NEAKE_NE-J PLANECiM aerny.sN sw,I pip.era, m warts With" M ev,ha•e fee t.Rln lar wla•d rbrt PIP. ND SCALE t eL7ctr t.afoa sln•sazwa rnlmAs Pae AeAe ° I700mmerose a.r - -- _ -_ JOINT Rlfm+ural uto�P"ce It T�Womac pu%r sons ems mer sofa I NO SCALE - o . ---_ _- orra"m toaoAN P - I- --- N CUT SECT[al J-J su selralndxe Als a ___ _-_-- -_ [EVISED _STANDARD__PLAN RSP A35B__ _ _. - s(Jmrpflt,oRaa oTlrA.nlf asoAtl A62C 13 -- BRIDGE PLAN ABBREYIATIdES •lT't - - -- 7v.tandem Ptr At Ott fr.0,1,0"1 •ape-wlatrwr. O fav ta..,n O' w1p• end 1 rk ; M w e0 �1 li save warrfw,9rti1 or MOr�pN1wr 1v aN In Iawr Na c e war _ ty =r yr e r Yr �e 130 R•17 .alb CI Cas' •a ^-r S TIN an aha. If.;,await tLe M tits% . . ant cant.__ swp-t.a aldrw+k. I f f alfa/9P INLA Dr terNenr 1 OAa S K ry nes 'c• w f An le M era Ma � � w r .. s,wek"►( .r vw7--SWRIMM r� i7 .• A4' Nt�l«ly • I/ Irolof Ma eliJ I~a1iJ r�.tr O"�:•la' '• �y e+.mow.. tw •• • •• • itLtM K Nle,s I r .,c,, a.,. ~Ir_.."•w,,."^r •z++v 1�"L' .. ••3^7K" ..w r _ w._ ', SS r..,� :.I. •, . •. W 0AIlla pact Iro IN too _ _... I I I - _ _. -._.__ if vel hwldM @Upon *. : r - r�.r v rte'Q �� ..-:> _. ... ...` '� ► J &I w, alter tam kl** no no niwr.er.r lhld-1 - _ - __ _ - AL_QM Rwo _ - - _- _- It Wler that P,yt I N '.*_•Iwt•,r•.. °t awassir•,o,Pa.YA f MR,"Lit a„ap. SECTIO) J-J SECTIO) J-J � I � � I IRrr pt.twwwt In enear aver. T Out., .~r:z w'do, III10-1,we•wary ^r�i YIM wrwp waw Jprnt Swl lAllt Por TYPE A A TY�F ap QUANTITIES QUANT T S Tae Tap w rtes, aneftmw tw M y►(1.631 M vllaL,tss1 I►t tar/w r fl'art Tao 1ho-It 1",I- o M. I,w z M "-I r•,yw.la..aa o AC DIKE , asks l 31316 N vel r�,•a►(.Abrlal ernlnuew wkLj wM'hl"a en rfyi`"forn.is"sre,�rlaif Irww fee. " r t r ie.ei /.af fere P I°ro°aa~ p.M'�tMa l C Ada M w M Chawfa, ae"I ro.M event w"tin.tip 17 M",n aka Mit, 1 "pew,refit• o M warn.re.dwwn xwleM Atr.ss^0,e aro, L A%!%f if M x tw Iv TI♦Na b el0 A.Mrclry ave!:oD a A•t 19„1 e Ilrse,t aww•aly Ayr,twat nor'Lnpineers app-e..I. - _ f 3100 mN 1 1"te,.tp tow w teen d,rlry ,A. r•0 . . , rNewy Deus pel.+•clal` wbrfbp nit llllwtne A%I w,w Int.,..Ie b New1t as N ori S ELEVATION ]Ot D-D lliieo. per e0 or gar K CHIC s r o a P o 1 - - `__ M NIn (n'[=I_It In��I .1 na(.A w.I t`au seNl .Owe.1.: Inlr,.. IF nr[ r[R Mra T-, -of a ao �ECZ a »M thaw,., n0asrAy r erIts"frMo ar.Iw �. T y tow jm" «pl•Rw,nt AltwrAl ,.plop TltooM%Doo M%7 M NIn 013LJ I SECTIO) A-A , 11a1LJ f Lat"lbop b neve e r waw r+ro N "D , In le"a,!0o a 1 .tee a- I .,am slaw N wall ef rales rIr b prwlw 63 wtuae Bo w � �i fQTEIti r eapr N aavlry 1N'a7r r wlrwflsl / l av%,f%7 o" I.' I- 1e M ere eel• Lar x a.yr w.ItlAbr.n,nlnw,Ila erw.�.etlr T 1 aOerlAe°.° ax,°t"O rvwnt az r scat b.ah,e,.nt.Is M W Mia tian JoIM. L:/- r 200 AM PSP AND PERMEABLE MATERIAL WALL EXPANSION )DINT WATERSTOP ape..-e.ew Alf N a.wter•tM Is p siting wad Aw.. 7 BRIDGE DETAIL 3-5 BRIDGE DETAIL 3-4 Arb' rysaaar CURBS Sa cro.f elM. AAxrwl.ot vo,:«. ....s,a.nt d•onrl us°4"Q,rIN♦ . eta t 19!0 OvrIN f �Q BRIDGE DETAIL 3-6 foto = k, :- � M Q 1 askew] ,. ., .. .. W butt►L fear stiff . L H app : ft,end�e�(yi.�d esa�ee yr E p sal IL A61tanot t Aaufrone tJ) IroM L L 6e x w x 7 :n»s~.i:el ager IIsi Sea nett I tyPr [ i.a„il-Es i ".'111.. t~ ID1 NJERMATIYE1 ALTERNATIVE 2 ELEMENT EL I H (w M%a ha H C �;Milk a x. r I�MPDRARY UMPERS Afrylfn! S DL PING ABETMENT V RE TICAL ABUT NT -1 IvvMf.a srM°awwlws btram 1 2%Ax r Lev. Nob A 0 I fN no«iBRIDGE DETAI' i-? v Nwl IS.3 tart -Z7 fav •wrw '�� v1 end T w l I -t S M.fav M wins" w.M,.o A•fa M �- �� _ _- alenp top a.Ia s N a~ � . le%II.. Iy to"N Iw„r,M w at►www SA ate N was -01 .a,ar.t.. rye tewent b eeuawrr<only. SECTIO( E-E SECTION C-C 4 D nm.Md draw • aS t1 - is ermwst.rib b r rww,.d Iwwf,.«ty rrl0,b Olw.ry L w.131 f t i R•1•retsIwe for %'M•^rok1� + t! Itra�g.r . r-ct A Njn6�,,,7* DtK[ e�.�at Ir I 7�yD�-TI j New A r arp,e•ew Pwrw,.ne. fAa,per t HASP DETAIL ' D wap,IrN f:lar'a.,ep•^ins SECTION B-B ` [rt or a.aa own wow w'M1t "1r r�'•Ipd e„t �a : 1(er I .l.ld-lk t."w M! and lw'•�"`w "- '--IKE 7 M x fav M Ni'aPene lsndws ai t W t �t 700 'exrnterf naxwb 9 }1 lAl l seal l M .aC0 bar Ty.,vel waw Iterlsa,eal per as L-Iy. y to"root a w e,a."rr L..1 ..� e1.eN 1e 0owpaGt AE.dl rot exdwtr toe 7%M win•ISM en NCw tIN SHEAR KEY JD I NT PROTECT IDN 413 $to I et�ja I fee,arta a qe 1r M ONwPr 7p It r,N.a+k awl I fN aft.A o D ..e., *last rel s-e19.me M ►Talar fatal( fat w 1: 1 ildewlk Id _ m,Ip L, n.a.p., 1I N Je1nL 3 n iz2 1 227 I, (1 N foal 1 19D M Orloff era,. trlaa.Debi l a-e - n yr R.w CX1 r .I�L _____ -- A L - - ■a Ca) afm M NIn LT a,-,.,e eat. S..DAI I A N • 4 Iaf NL✓�T 12 A.MIIw A n Aalte tar � falvanlw few.ewlrliw w swan et,rarrr �'n M M ro 7sw",op Now, p M CtNw/v, �'a w0 al.V.w N.,v,rmrA ratty afar weal"w far•,nt.en Me' SECTION11 ._..-.-_ _ �,�d� 100 Nwl ( L pelyftysnf aaelntt a,.e, ave Ilio A 7e.M.b! i r•.(ete-7 �foHow of euro V•de Uaa1 11 p M N+n eu rota( AtaRh afar.Sinop IN w ba'".ewes MALL EXPANSION JOINTS YEAKENED PLANES Atr,pldld e"p Witt Iwle N awl" ttiJ Y1o°" A4"rl l'lM'iu.d'.,Ih lihaptacw � b rtNl asp•Ito al'Ir"w„Orr see"Db c AND WEAKENED PLANES BRIDGE DETAIL 3-2 G) ELEVATION Q''°Awa rAX B Y°' O Oaks nNrwv P rxoena19 po Y,ey,etr •'C' o"0 O1p""' M N,n �i. ACCESS DOOR BRIDGE DE?AIL 3-3 1°^w xxj1S°•••lk ire Mss.A IK In'eob slat A Rebetly.tOwr(Iw*dmowd , f M Mn Ilar'lw,1 71wIKlro �• 1.D w ft Awl"Ply..t.r.ap r.e"+-.ttll.nal.-I) 13 a alp "&-j • t AA Nrn pea yAtyI,arl. BRIDGE DETAIL 13-3 DRIVEWAYS -� aS M aIn I,nt11 ee,.nl 1•b Pr.law ,-a M x 3100 M also a warred CORNER DETAIL CANER DETAIL o,Wowva,1 dr dove, - Ola 'f ae^p ever expanded .. eQTES --- 7Y - Nr11 A IILtw P 77 M win•lath Nen Olde Or 101nt. ave nt%E rat SKEW 20• AND LESS nZ SKEW OVER W MI 4L- ;.�- vely"I"'It'llTYp[ p (tele Aovry Into cisMr: .. A 100 nl l l llwtsrw 0•All,170D"1 utlNtw•t ldxt a sawtsr to a"tar(!7M wit l I"P""eellaar L cat+a nnAtty aW.- 7, Dlnar.tw In.ter•N ter r,wwy,raw►w tie.lav ASPHALT CONCRETE DIKES .;4&z N: - ELEVATION T 4000%. Pa,M a ave"a May POOR \UWF__S_ DR DIAPHRAGM A{3.,." •. per N1u .cent b slefRlw r shoe. P 14.tats vel ,.Mb,t t L UM Cast I aha,vldrwtk POw stop.would f%aN 12 In L e rVbrs fall,Ran(Into IIA Snell opt f-wad is-4 RMR. "M A-arbA yep say►N he platM n to hereeetlw ave• A M C7,.wfer •- b pnfr for Type f w A00 vel llene•r1 wM•,b aw,te,Ir Tyr.a rota lnl"Nlid. (TATE Q CKIrOw/A L Ile.Claw 1 amw wap,IepN.fwN etieNa 1O In Cass A M• IIA N1a•fn vw end <hareeeene r etMr BRIDGE_DETAIL-1-5 WEEP_-1GLE AND PERVIOUS BACKFILL a. p artm p,r atop ape ndstk fEwn*Irt7+T or TRlv+eraTA'lo( ,vlt•el.Atxl-1.l) T to dl°Cherd thm(ye hd. ExrRd Ntt drat",Alt r loceM 731 tl tl lnrtt .ares BRIDGE DETAILS ow A rlw.ey r:v slope, At aJtbr,,tor, wxrf rayl„r-N aIF,t4`II,Nr delle.Ito A J.Int.t t(.es STRIP WATERSTDp CORNER DETAIL BRIDGE DETAIL 3-1 rinlwAo orae ave•yr no M than.3-4 a "Iola,,..dtn N cl•er P-.....hall be 1,U rotes. .hare stA•c Is u1L lrglalA PROTECT I DN DF PRDTEGT I DN OF srATs s OK 7POeMiA - • t1A0D",oearr per txel A. STRIP WATERST DP DETAIL BRI DGE_-DE_TAI 1-4 IEPARrIl4'ur TRAI�A•tUr Y aEPMTWW Is'TRus•Or-ATton t lf°nI IIIAteA sawre tuwln,.,r patwnlsd rtNl IA{al llrwtlrt wevl l,rwr.elOt♦1<nIMM I� SCALE elan.M•(t N«wad ash eN s(.r plat N way r•ttrlctl Me. netvrel "r 6 ape.1Mr.xlsthne ITAT(6 C tIrTA1tA HDRI ZDNT AL POLYSTYRENE VERTICAL PDL STYRENE .Iro alwtw Q N n,lllMt•rv. AnphOr Ilrwty b a.ews.o.. a I Is«r.wt..lrwl f.dewlk Iw leealsd.Iwro dw.lewlro aAltlw Haab an VrNr bIf rrraaelp, h char..ten OEPAr`"C l a T401PEPTA71(fl BR i DGE DET"i 1-3 BRIDGE DETAILS T T BRIDGE DETAILS C ave WIC Aar pe,v,a,a aoaflll MWI.t In•nolweven fI Itw fw1,Ic, newly t.N Ali.®Prom"Is• way,I--r,.hrf_ IiMw a.II 6.azar wex.n✓ a radK b 915 waw BRIDGE DE A.L 13-1 BRIDGE DE_A_,L i3-c' suaTa"wuIllmorr(G•allfstAlAR °y CURBS, DIKES AND DRIVEWAYS 1 P.ryIOW II•Ckfl ll Awrlal Csnl nleue aa,iro rete lnl"wall w eeutwnt. 6 Ile...lk w rano MI ii,ovt"T" at rn-IrC well M a. y so node clrlc or ac0«,t it,r,N e:o,ckr ,len e..e 1. wan uiN an,el►rfva'befrfd wldaed, 410,111% NO SCALE NO SCALE �Lv it owls OLTOI! TI3T k"Ar,rjpowwIA atDool- Piro l►-0 lav M PP,esla•wSil w i3ls M fpr,Ca.Nrc tale ray M of IsO Ir INrrow slwwlkr r orb Ala,a In Apply.ate-.end,,,el I ,a....na I.pe„r.a aka tls.rt"!'Jw3 As• Iwi�7se axlAat DTH•.Lx•ewerrw l B0-1 av,mme"o%n awe w BO-13 11�.toot i,lele-pup to or Ise fuxnAs:.nAvn iwwc a,m mu Iles. .r�.w a iso". (ALE 'mLanw?f° uN]ANS pT°"'O stew REVISED STANDARD PLAN RSP BO-3 meamomm�onv'i°,�a„f A87 - 172 -- --- -- - -- - - -- ole-, 1 Ty 5•�U+IQG awe - -- -- I t fn went N Oren LIM Raill Atli TYw t Nf.760M Tela, 1 9x M rMora. �"t 16�!ND w, ,,I'#-Los Is Truk • �� - ----T- •MM ■ rkj--* rkri-11 M"In- M r � MNI - M 1 I - - - - - - 1 I I � ZZ[laelrollr 1�Lam- L--- EP-4 �7 ii 1.Moa Is L MY I Sea"Spllp r[,e Jt D.bI I' .. _. .•,y rR�•r e". -4'I-"���.,y�witraY 2_ awrl�•r.,,_.�r�la.�_=_al. �_7.�"`�'S_1Q".� I1� =�^Zs i.I.' al,�__ •w J w.,Nn i 'V.� r.wAAr.sr.r•,r www r•..w+ a.l�"'� �•�t J --Tinto/1t at - -- ------ t I IISC_M.• �� pen p, - _.. ONIn L"M ealtrro TYM 7 A M Inavisa, It.~"t Nisar A `r.rr,e and tl am I Q.rMIM .. •trcl-ol per open) 8 - --.. - T,0 by ,,*,n lMr,warlc flrlTt VA1•IlcfMll T ,DIM ala C•nY -Pul I ave - 1000 1`r ,rup lap ii; iii , . ,S.cur'.felrlC b L Araw aaxi,♦ f 1,ern N .I!-•I- a 460 M f"Its PIN>b PLA - p Itt' I T IW eN TNwIJ •,A ave Tebl - :Tu--v gar y a Q Slav I 1�aat I"7lxa waawa� •� M.MNdIa4 Pwtf �r pert CM LI a eIT M"I" N 1 M Ciwr M CI.MSm 7.9 M,a swig pill•t -"--PI`Nla arnl nP Inr. �+ I.---6[lKbCl lir 1 Total 1 e p41 l pea' ^6 oro r/tali adlacnt Msw of rap,. 4' .T 6",/A% uw for W.N cI l Ira(Ij rvp,lTYdy - need Nl1 (t fiwsN JOl nt`bl f Asp,a.a b la aaao A [lea IIwNaRe,P r `3% 4'l J 1 -------- ffiCTIO( A-A 3k TIO( A`_ A...P--t.xrnd,m Inde ffat,m awl t be"ask"-,wul,.e �J p[ep u AM N I bear.pMMnp�ape of a M M 1 twrlon.Ito I �' w.Ithee�fa M we"T,ruly INA Ra lI wall wa0 "tlla'eno -� �_Ifee M stAw )M ( ( t ,)flog t"/ paAl ePeM etmaro ion Jill jSO„i A,e roe' s1 t7 teal • eIM•Iron NeArollr -----._ 10 M Cv r to prfr.N clNrend�b top r I•.at le,sere.An..t.rt la"v,d of w+b lAp Y 1 I M x•f M. asst/r Mt. l Fath tab b-r.If I or 7 nve w elyd BRIDGE DETAIL 5-2 BRIDGE DETAIL S-3 ryp t6 I 300 M w. , ;{ d .Ito t Its hoe,.Its..iso A«,I hook".r.ow! REINFORCED BOX GIRDER T BEAM PRECAST GIRDER [a,crft.wattle, r t'�r na�r n'oawnpcai' 3 n Ma swat .IA tI ter. '� yI M c _ I •d•awa+_ Lapeer Spllao,In W-L pile AIMorcone"a,.l 1 r lapped at I"" Lara, M dl.p'.LP, flron, want ap v 816111rop, •"• Nth anC1,C, Moto twipn•IN J Is n i �~ 1 tudlr,«.�l alar. Topa Oct to,•awe .- -.. - s a IIA win to o"bP;I r e«tM,af only In Kdr°.wa fl•,anal to shown,n Me A".Mertll,ent per,awl w elK" ,rota - _ La �.Eye.:��t �..,i z" DE K CONSTRUCT ION JOINTS N.•ck rtI-.p hook r 310 "ant e,.p. t r, I a- 3 t o, -- - - BRIDGE DETAIL 5-5 M"pen "peC'aha / �[1•esatlr `7f.r9e M1a wet0°Itrvi 16 no 11 _ - ALTERNA"_V S :RRJP$ typA"clet AOM a t e+.nf., .oar Bola nt•led,.1.PMb. "In M _ w. a roNn ►+ T 1 - -_ (b r 1/19-lar 0 . . _ etltyr avw.Iso.new,-Pt at fl.C.'011er %O "131 Told .,. k.3,• 113 x 460 M 8 `1N 191{ a f7o r � re vel r,pN B 8 1Y a pewe'rQ of B t %O vel Nap M rip„ .l a.6o M Ita..t a.6o M ales A60 M tax at>rw fli--Toa[ 9 oth a( is M Teta a p: 11 r8 BESIGN NOTES � TYPICAL SECTION h Tyr wee;re7o M I DECK DR WALL JOINT ELECTROLIER as N pal 1 ap tl�j a 1910 M IaN of "' N 1 8 wilrax[D co"CR[rE N END POST DECK to" WALL .JOINT ELECTROLIER TUBULAR HAND RAILING -t l� sn row r -4 f t I r sy•4ec rP. I/1 °real^•time^N D ELEVATION p 1700 I ( I I a. rIQIE$ yr,�� r3o ELEVATION � tm M vel d sypltel weal" TR D-w--tr Mlt molt a door PIN.tt�y ener.I• 10 M d ilrx kf.d belt tem WS 1 1/4 x$n M owty - e fic•a9 rPo -t aIle,.t Il M w1JNt b vw.0-I ff yr"ln.•n .M slaltf rip. teen ry tl,m fir Mxfrr wall. e x Mo M a pew Lywf- Limit N 5 = ` CI Wl.w aeon sv.,•Iw n a,.row, ties Tett"." M 1 rinily b SlCtin AM 1 ""� L tAtf A 4 fair,21 la Pe lY•%.hats aAln(Iry Tootle b r MtvMr,sN• SAM.Nap !wq,M-Toot 0( ( Pa.*Iea+.�Skrr In w Iola wa tr.romlro dtee I : I t �r DESIGN CAPACITY I s-� .Itl la IN out ldl"rats ape waw t G t w ler aoslt.w sha.1 w Fr ,d19 ran M aro(. O al far ter r D t 1.60 M-Total f t ►..a anti r wrtlal. w,Kt, 16y ,n UTILITY DUCT EXPANSIa( .X1 B t D 1 R � : r- L 6aM•^s.J. nU rot N rww.eW In awPle e.Mr 13 Cart t.t., 6 e IZ e! -t-.pp, ;: t!.:.p,_-. per pent n.n,r avert,, i wa1ll art. aMa••n b 11e,1f•r,al W wrl,wl al. 7 r, {%1700"^00310"n e! S 190°a 6A KILOltaT7r►[U D v--al ll-ft Myy w i-,-•t"_=1o" 1" r.r,t rrtee llll'�If plaid n a tV•ya!o,_..=. alk •Ian=11 w r bick••rre rl.k '�' 1R Nes M I x Typ end°MPI►nwllr �yrreee� Z N open It to"atOi..plaCAd over Cont,n,aie ft"( r I e a!M CM A w.r laws, tMNd M 7.•ecJ le .Is .NI ave N M � P Ah -_ imp I•• I rent. b Typo 26 fKpt M rorty I I' f t�^�•o" I Drffrw war pnowrt tyM,cr to Irat•v, to pvt,P eves to"wrpo,•te ``( 719 M B eye rots elmedwd 100 M Into w to"a v" ea 1-11 fl In PLAd Dlreetln N�_ t asap la M NIn bt7 1 627,el< ferrla suet.! t'�°a°•r°r Tam°• °rot I 19 pled art p.;z4 tele I 1.31 M aty.al.l ty spec"b Iles It tIN.i appal Aa Is Run•rtwen tMf lc wrflc INpI .an 1 9-P .ry d.ftl ty arts%.p•ew O o f M Cut 7.9 A Wel. b tl,•eve.b 315 M M>',our hap,I:roto i wail Y.wn ws�Teal t � �d Al( X77'n' t{0 1: , -'I tf30,M(*.,.I Ulla r",s(www) ay BRI➢GE DETAIL 5-10 I amu M x do M 170( E(, 'j E I1D I. t �a,A,that Al %nAw aha.. r lam .t to"aye N a - i afal I wa bfnt to cv""b"wizen!.] vel Ig".nt Ii rNiu, I A d r•I 1 {qp . tea x, troif lc leo"VII•"oaMr'..w pw„I4wo eY 1o" ,new+ 1 t n I-Mw Ay M.a.d-de IS red l_ Ir r A n. mer els'17°0 M-To%r GalaQTetnl f --� -"" - /fJt10" s r Tlaa Nit IDM _ t. "rl.ant. Myo•aft I r want.-ern-not 1•N 11,_ro Ni �"Ift �S£f_tT SON HY a+e.n tap ,I` 3o-t C �. aKk r was 11,-L A 635 kx<NnIAI .xe•( r..1.tM,w> (,•) _--.- ---_--._- a per reckr NOePbf n O•'rca,t rsr.reb Sitars, ave f M cI,J 4NW ,MrAdiob and w dl atr:l M pi•cee.t laa.e np vel b e•p t .ivb dlab pea, ,«cert that..-rtr,I.ryN, ..perwl .Ii °% Lapp M Nen 4 fIw ee Yc e.fr•oro Yd. ape' ar,trt t yo"rNt ® P IFI l I w » Hears,On Jo.nte, aKtro:Ierd w evfr tali dlrrt.nu le.t! tiV ---�4 Hs bolls °nt h M 1 I ,.6.1n i o °K0 iM6 Sw rt•I I no KIWI,tiTfl►R[ role In coo. 6 M.waIM her nad«,ro a 1011111-t .s n Star, Plats fa.r,c Il.l lost". eu Taal-( walMe•eewnt.ownV1 t{ ,.wwl.� l per• or Ax nW4 dro is In Nestion w ul f.AX M TYPE 26A s C.�iYt _.fi ff IIae . ♦ tar the nl p ..*.n." iikw.•+ ttwl. w e•waR.nM `TS s6a0lxaf sOa"r r,M!as M x a0 M 6 Altfrn.t]w*&%I is nay w s,Iwltht Centrotar sy[ ELEVATION E YATION "a'"'"ll" h'PI "rr'nlw,at•C.rlt 1t waw Qre a.tall r se J fr to".halo ase N key.,All N In►leave 40 M,Iaa,e,, PI.In wd1,.M, Aper '. eY ro' TAtf.c Dept-w ,-..c A -I,,w aarr:•n re,1,.a Ia.Ma cewnt (Mien,_ t A lenwl k"a;aarnOlta a Mewl BBQ �I ow`Irw[.Yw•ewlalp N!•Y•e a rlMPclr,p ab•I aN1I r CAnt.Iupay eMv al EI�D POST ELEVATION Tial A-A iah waw w M«rut TYPE alnferclna .a ly per 11Aal Nte, AlNrelp a 1(q per lerwl am M I a-.-Ata) e"D M An 7. Ir wtalts w AIMur•Corlent net shorn w stop"►In 01 - per 1300 M adfNlk.,ell,w 1 IA I Fe Ism M film e.alw w 1 1 % EIJEYATIai Ie00 Ido(kw.Irol .x.19 MIA„.] r res.`ayieP wa Alar. fango-ape Ja1ntt I I nes rawbr METAL BEAM GUARD RAIL CONNECTION On r, ELEVATIDI layp.�.y.y.ea a.ak a Se.N1ht'f Ptw fr 1l 1St N CAIn Link walling Type 7. lo,IIolr J NOTES dp sets dao aN.slow, yak Hew tier ewe.e _-N t.0 de..ta BRIDGE DETAIL 5-1 1 110,v.":,:.per to M car SECTION B-D I 490 AND 625 K ILDNEWTDN 900_K I'_D'NE WTON DBiIQ'• r 9. IrovIM M,MI"et at I ea,alr leers LA wlnlnw,N Ile-1o"M r'aVM.ran,nes,w r.au1M A For plain Lllr A11f"rot•w a,blu not aro",, swa DESIGN CAPACI Tv also ill c Nmimt weal millotwK,) I TRANSVERSE E CK_ E:NE DRCEMENT 6 M..IIt iwac°°lr-be°' 6 M IS 76%et"a• ata alta. MEtttw,n 1s["sant,elww]n M.Irpwrin yin In desk r I t••*•vt• • $%"*"Plan Di I-x Ser f,•!w,A1 alt."in wrtlan b ave.n saver•PIM DESIGN_CAPAC]TY BRIDGE DETAIL 5-15 -- --- past laitN A(lwrei a Iwwe•.l ott.e-1. I a w etc•per{° tet llK am.tt w b N.•etas.t war w.xsraN SPA('.NG D'"GRAMS I �fal unit<`II'-lav"'n'^' - to M}law Wer belt aro p •^e("da'r+Me^s^e apptp� 't ='o,of it 1�f a rr Moe°.,t,"At"w era,1.not a,ww N• °jin'^0' TDP GI R L '�L:SIF]RCEMENT L{M O t l0 M q,Na nvatl •ask[ tan.ash" p7'r}R fhnNN Pt-et 1-0l. wD M n,nlnM,rat w N adw.e lk 1r not•..t I«et ---- -------- , --flat - - ----- -- -- 111pt.l a rx.lr twlen bib•1;h pt.,n I led •^e wfx per..s,.b M l,N d.- f s0 at 1 1Kk wa,ens•rox ort fl SIa , a TAl I G nwwlw.Ilk vary.11h H`esr°tor w with ental option,N artb•acter Oaf r••' 1 Por Natal /r.w 6urW wall OeMKtln dwbllt net open P,a,fee a,IodNtm N wrae, r"oro pct Pew 41.:,,aw at 310 M roto to N M,e,r 17.7o"M nut 1 r'• 1 ore fande•d►tan A77K w A77J to" per lr w 1•N 1o"!M it _ !-elf.3100 Too M w 110 M x Of M L W l i.n b be a.Hrf,! IN kNw roI ling 1,plasty per ave.:]vel l Ittrl rot wall Morawent fpr areO,pr pl lr w sew tt,!ell,. !TATE T CALIftAM[A 170 MO.afD M I °^0 1 M x l %to M r L 0!.6•x6♦ -. M 1•310 M E•Clarence b N.Mre,"st••t In Ora w N.II"b M rilEN Dr CALIFORNIA ill M♦w DEWRtyE"T Dr Taaxlx�lrAT lox .in •eat wadi DCPAR"E«r a tRfMS�RAT ItN fN„Lava T,ft PI I.DeHIt,(t)". Sa,r•ra 11M,et-3Q STAT[tU CRAINI RI iTA7E Or MtP=IA - _ ADM/rt rlMt 2-313 x 760 M 00 M T :t'A'1' Ix am-_ jo-tsL�1ApIAl AIMaMFNnt tp atop a[PA"T.CM ff MN(SoOk'ATId � fEPART"wr a TAA"swATATiai 6 M of nax nlaa CHAIN LINK RAILING TYPE H • ---� r ;w►raJ."PI,A fr•.lact,ellr haat.,"w wt I .a,...t CONCRETE BARRIER 400 Mri CAST-IN-DRILLED-HOLE u waw "(f sH't•s A 7 M x N M%tr0 M Stilts TYPE 7 To"law-tfw ever.," POST POCKET DETAIL a t 719 Protect row fir tlhltsN Chain Lir.,wail]"Type 7 TYPE 26 CONCRETE PILE BRIDGE DETAILS 16i M Its,' maw. sawn on plaro f no wan C-C"•x r,•Its,1,M x M sl,. l t."b ONIn LIrt R..1. 7 7 w wwor T,irlr Aro wal li NO SCALE totes I...101wo pelt. See rob 16 NO SCALE n0 w' SECTION A-A ro P ST ANCHORAGE DETAIL SECTION C-C CURB DETAIL Truer And wa-R fee a, 0.1al N for IL awl Il Nb,i, ,"it.nd•N row Ef 919, IL NO SCALE NO SCALE W 0MIAMI !ww '" Q SPLICE OR EXPANSION JOINT DETAIL au°°sat"'Mt h fs.ndaro Plw per aa,tlOM. e^•'• It' 190 w 9t IL'Llb"a a=■ $11-54 esanareL " �O^QR'Ia � B2-3 t•1asTta.1(mesa ('s Antes soot. B0-5 _- _ --_- - ___- - 1•amtf"e naxw.Orp8wA6 scAR B11-52 .. IK40 Ory is 0 aeews {w Iewnna•aRs w Prkolk,I&­k,,­,­nnq Sant a,asm,ra,,oft r ..see 1l Laws�rr !!L M. J,��I�^\^\C\C�\'f���1m01u',� e" AI, NIf A tteirlN i�- �� Tra..iri •iw'v'.Ci".S JY�� ' \\ AC / / 7o". anular. w AC rrN.o- TAwIN w, Qrl ape i ILII a " N leo ,waving �K.�r'd'""t AN Paved dI (� W 2z of tam sit"EI __ ire 10 MIMe,CI �lS SL'�M'l=)•i•MS ' �'r J`� c war A -- -rA�-w-� .. , CITY I. •.-f Twat not V-corow,t ala,d] I - f p.. 'sets ak .. . t (N,n D II%Cl 1 �wtrt,A trawwr No. DESCRIPTION OF REVISION DATE EI.M t u 6m wawa"' 1 80.1 _.a lifer[sand.r,1--ft�.f I..bait" .� APPROVED way lsq„eN t• I per Sy�CTE SECTION A-A > IntO CITY OF RANCHO CUCAMONGA POINTS DF MEASUREMENT MAINTENANCE-_t'Er.:CLE PULLOUT IRRIGATION RDSSDVER t7 rt f p.tl Ter.pew r � FpRRFRNNLY �° � " Ike. fti " DEER CREEK BRIDGE (WIDEN) r,e•..y way Nplat,- c"P ,°t Cww.rf lam"."r 61Atrm frond.N-Iyyre 4LOrlp w0t t/r awp EI De,rt.ly C wall, plop.roI I, twain Ids 10 MlMorci r e M/asswoe a,db•pelt r wit, late tsar" - T!QS=•-Jt•l -_S_-- ~w w as T SIXTH STREET . so M/taw llwt 0( L-Cp,y,It t 700 ".n.va,ir w'w [Nin O wi, L -11"°w a,r, A M f,•-iw b, �:'.. .:.:;t -I-- wr,l,A crarl.•,., pten/I Atcl,fe k�I-- - t It7 M Nin �.fyll., plot cwdult (n - IRnttseN7w sr.'ms-ls.rra.l Qrr.e,W"A." CALTRANS STANDARD PLANS 191" .,"If na,ccOlnductore W wiry .rot•It" �-"s,anv-I I:. ' SECTION ;.�t IInto c0lmul ., EXTEND IRRIGAT-ION CROSSOVER It I I. deeply 1. k.. APPROVED BY DATE• D �.. S Mx7t M Staff solar ase 7 M%Td M ar..i w•M a A a 'N::'.- "1 ':Pape n't,k/hla w fa r;c tiw _•�OF�Tf>DMA I OF � CITY ENGINEER ��: »If"'A ""'"m � R.C.E. N0. 23889 D J,Qc� DESIGNED BY: WILLIAM SIMPS!!N RECOM D a"ya""'k"ao"r'w"" d" Nr"°"'a'• PLANTING AND IRRIGATION unOln of rerop u reor,!ros alrw.-� '-•.. �1� PIPE ANCHOR TYPE 1 PIPE ANCHOR TYPE 1 1 DE SACIIiLES C.7 � S 3812 .- OKB A, & ASSOCIATES, INC. 1 7.6m+e oTtaa.f aT1oeN H8 EXP. 03/3, t DRANT! BY: Mi $ A� EWPEM SHEET R(! '; _ 2M LP. WWORT K��s�3 FASu9"j 75-02ie 16v OF (& E-MAIL : MSASEOPACBELL-NET dF \F CHECKED BY: MASOUD JAFARI R.S.E, No. 53812 DRAWING NO, P.P. DATE 10/15101 FILE NO. t b I b FACE OF EXISTING 4'-0" OF ABUTMENT # 7 0 12" O.C. - - -- ---- -- - # 9 TRANSV # 7 12" O.C. TRANSITION WALL - -- --- - - - ,� — 2 -6111 EXPANSION JOINT - �--# 4 TIE TYP �--- # 9 CONT (SEE SHEET 8 # 7 TRANSV - # 5 0 TOP TRANSV 1- 7 CONT STUB WALL SEE DETAIL K-K TYP i FOR # 11 ADDL BARS) 5 x 5'-0" LG. i # / PAVEMENT BY OTHERS I , 9 TRANSV -7 TRANSV 112" O.C. i -ADD #5 CONT # -7 • • • • • % • • • • I • • ,i • • - - -- - - - - - / - W I 4 TIES 0 6 r, LL- \ \ N i' #10 VERT 0 7" O.C. x I • • • • • • • • • • • • Q , �, ,. • • . / 15'-o Q % / or #7 EA FACE 0 EA TIE • • 1/211 p CONTINUOUS REAR SHEAR KEY REMOVE ORTION ,i - _ j • • -g 2-#4 CONT 1 /� -- BACKFILL MUST BE OF CHANNEL --- -------' _,, _- 1 T \� -� 4"0 PERFORATED PIPE W/ 1 /�\\ RECOMPACTED TO 90% �� 7 1 \ • • 1 CU. FT._GRAVEL/LINEAL FT. /� Of ASTM D1557 w ( ° 1 w a 3 MIN GAP FILL 2" CLR I TYP - \ tI WITH EXPANDED I r • ., o-t > • • • • a • POLYSTYRENE -- - , 1 '-0" • • :� - — 1/2 POLYSTYRENE \ p �, • • • �, SHEAR KEY BLYOND _ . ' ��-2 i Q �HEET--13 U a w SEE DETAIL N�-N ON _ .:� 2" GROUT - -_ __ _zw _ �_•_ EL. 1067.68 i - --- I a - _ -i i-I ' - i / cr U -- --- -- \ 1 x_011 a - _ -- - - -- - C I i I � � ,t I I � I / TYP - - - - - i- 1" EXPANDED POLYSTYRENE ,TYP 9 CON T 1 -r t : - n _ -� - i i i # r V-- # 9 CONT- ------- #9 � 9 O.C. 4-#7 I� BOT - \ ; �__ • ADD # 9 ADD # 9 - ADD 3- , 2.. CLR X/4, # 9 TRANSV - 2" 3" EXPANSION 1-YP-- # 9 TRANSV FOR ADDITIONAL I \ • • o o • o • o • '� U • • • • • - po I POLYSTYRENE -j Z -- (E) CONC JUNCTION BOX \ y 2 #9 CONT ,0 EA FACE REBARS ( o ) 0 TOP, MIDDLE / x do BOT SEE PLAN ON SHEET 8 ---/ r -=, - -- -� -- - - - , 4 �• #4 TIES 16" O.C. TYP REMOVE SOIL AND BACKFILL MUST BE � �i • 0 0 • o o • o • 0 0 • RECOMPACTED TO 90% #7 0 : 12 0.C. - - � � � 3" EXPANSION � - - I S E C T 1 0 N U - U --� � POLYSTYRENE �- -- - -- - � - . _ -- PER ASTM D1557 -- - -- -- - ------ -- - - 1-- M - - - - tO v - , EL. 1064.34 SCALE 1 = V-0" - - #9 0 ' 9" O.C. --4-- #6 PINS 6" 4: 1 -- TOP OF EXISTING - i\/ CONC JUNCTION BOX _ _ 2- #9 CONT EXISTING � ` /\/� 12" ' \ \ U N i \ TRANSITION WALL `--BOT OF PILE CAP i 1 '-10"t - BEYOND i � MIN I�� % Il 'l 2 EXPANDED POLYSTYRENE FOR 1/2 OF THE PERIMETER/ VARIES ; 0 ON THE CHANNEL SIDE - - - - - --- ---- - - I I SEE 'SHEET 7 � 0- �- FOR ADDITIONAL REBARS - I ' � SrE ,'PLAN ON SHEET 8 W pl I04 to t EXISTING WEEPHOLES AND \' i BACKFILL TO REMAIN ANDLn I - -- - BE PROTECTED -- -- - -- - - _ _ ' _ - - - STORM DRAIN - WHERE OCCURS I 220 2]'r0 SEE PLAN SHEET 8 2 r0 3„ CLR 3" CLR 3" CLR NOTES: i I 1. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 0 NG - J ! FIELD DIMENSIONS BEFORE ORDERING OR � TOP OF EXISTING CHANNEL FTG � I � - - J - - �-� ( -- - - - - - - - - -- -- - - -- - - - - ----- - w I FABRICATING ANY MATERIALS. = 2. ALL CONDUITS OPENING ARE TO BE SEALED _ j ! AT ENDS IF NOT USED. DUCT FORMS ARE TO BE i J J TYP J I Z TIED DOWN. I OF PILING TYP I v ' z 3. CLEARANCE TO REINFORCING STEEL IN CURB AND z - _ RAILING TO BE 1" EXCEPT AS NOTED. LONGITUDINAL N i REINFORCEMENT TO STOP AT ALL EXPANSION JOINTS. - - - -- - - - -- -- -- - - - - - - - - - -- -- - / //� _ _ - - m o a 4. FOR RAILING, SEE SHEET 14. w 5. PROVIDE 3" POLYSTYRENE ON TOP OF STORM DRAIN 11_01' J ( m I AT BOTTOM OF PILING CAP MIN /\ o - - --- ---- --- - = I o i ' cmr W m NO. DESCRIPTION OF REVISION I DAT APPROVED -J U z o 0 CITY OF RANCHO CUCAMONC�A cn DEER CREEK BRIDGE (WIDEN) AT SIXTH STREET cr { — - — — — — CL SECTIONS — _ — — cn SECTION T - T _ - - - - - -- _ _ _ _ _ -_ - _ _ _ _ - - j APPROVED BY DATE: d D ESS\ CITY ENGINEER ------ .-_ R.C.E. NO. 23889 SCALE 1 = 1 -0 _ - _ - _ - _ . /� DESIGNED BY: RE WMFNDED _ _ _ _ �� � oEce � E ASSO(=LATE TpiNC !!�� vv 1 S 3812 S EL. 1020.17 MAX XP. 0 DRAWN BY: CORK UM SIRUCTURAI ENG R3 SHEET - -- -- 2222 NEWORT BOULEVARD (949) 675-6110 LP. NEVPORT BEACH. CA 92663 FW949) 675-0218 V OF V E-MAIL : WSASEBPACBEL.L..NET DRAWING NO. -- /F CHECKED BY: op- CAL F - IASMD_,IAFARI --p-&L NQ-112 p, --- P.P. QQ -- --- - DATE _06108102 —FLE Na